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Home My WebLink About0639 SCUDDER AVENUE _ _' *_ � 9 .� ��: �J .�; '�: i �' '� �jj ''I ' � at coo nc& 7 'r 1 I i 6 l f 4 i 1 I 4 i a _ v Barnstable Building 4 Town o Barnst '1 ra> Post'This Card SoThat rt is Visible From the Street Approved Plans,Must;be Retained on lob and this Card Must be Kept , Posted Until Final<Inspection Has Been Made ift3SP ♦ �. g .: Where a Certificate of Occupancy is`Required;such Building shall Not be Occupied until a'Final Inspection has been made w Permit Permit No. B-20-178 Applicant Name: E J 1AXTIMER BUILDER INC. Approvals Date Issued: 01/30/2020 Current Use: Structure Permit Type: Building-Addition/Alteration- Residential Expiration Date: 07/30/2020 Foundation: Location: 639 SCUDDER AVENUE, HYANNIS Map/Lot: 287-049 Zoning District: RF-1 Sheathing: Owner on Record: SORENSON,CHRISTOPHER T&CHRISTINE C Contractor Name�.E J JAXTIMER BUILDER INC. Framing: 1 Address: 14458 CYPRESS ISLAND CIRCLE _ Contractor License: 110609 2 PALM BEACH GARDENS, FL 33410 Est Project Cost: $20,000.00 Chimney: Description: CONSTRUCT NEW SECOND FLOOR DECK WITH STAIRS TO EXISTING 'P6rm�t Fee: $ 152.00 LOWER LEVEL DECK. CONSTRUCT NEW WIDOWS WALK WITH i Insulation: Fee Paid:; $ 152.00 SPIRAL STAIR TO NEW SECOND FLOOR DECK. ' Final: Date*-. • 1/30/2020 Project Review Req: Plumbing Gas Rough Plumbing: � Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work auth-oriz I ed.,by this permit is commenced within six months after.'ssuance. All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning byda%4s and codes. This permit shall be displayed in a location clearly visible from access street or road and'shall be maintained open for,pAic inspection for the entire duration of the Final Gas: work until the completion of the same. a Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building.and Fire Officials are provided on this;permit. Minimum of Five Call Inspections Required for All Construction Work: Service: is,.'� 1.Foundation or Footing ' 2.SheathingInspection Rough: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A)_ Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT SHE '{. \ Application Number.... v -- l sASN26zASL�, �� _ Permit Fee..................................... Other Fee........................ KAM TotalFee Paid.............. ............................................ ...... p, ter_ 13�1�....... TOWN OF BARNSTABLE P�cApprovalby... orL...l.......... BUILDING PERMIT .. ��1:...:.................ParML.......C�..:..ft..................:.... APPLICATION Section I-- Owner's Information and Project Location �� Cf �, Village { o.r•r �S / Project Address �C.J Owners Name 5To `� �' r' �`L �y SCANNED C � +�� ,�� . Owners Legal Address ��Lis t� JAN 3 0 2020. �city 0�c� 4�-�e v,5 State := L- zip 33"(0 owners Cell# E-mail J Section 2—Use of Structure Use Group ❑ Commercial Stricture over 35,000 cubic feet j ❑ Commercial Structure under 35,000 cubic feet Single/Two Family Dwelling ' Section 3 —Type of Permit ❑ New Construction ❑ Move/Relocate ❑ Accessory Structure ❑ Change of use ❑ Demo/(entire structure) ❑ Finish Basement ,❑ Fly/AmIlestY ❑ Fire Alarm Rebuild Deck Apartment ❑ Sprinkler System ❑ Addition ❑ Retaining wall ❑ Solar ❑ Renovation ❑ Pool ❑ Insulation ` Other—Specify Section 4 -Work Description + �C�S►�`VGT t��W S�-� ca i Tact nndafed:2/9=1 8 Application Number.................................................... Section 5=-Detail Cost of Proposed Construction ?h,DC20 Square Footage of Project £' Age of Structure ZS� yes '4 '' Dig Safe Number #Of Bedrooms Existing Total# Of Bedrooms (proposed) —' 110 MPH Wind Zone Compliance Method ❑ MA Checklist ❑ WFCM Checklist Design Section 6—Project Specifics g ❑ Oil Tank Storage [] Smoke Detectors ❑ Winn C110 [l Plumbingv� �i =it ❑ Gas ❑ Fire Suppression ❑ Heating System. ❑ Masonry Chimney ❑Add/relocate bedroom Water Supply 1W Public ❑ Private Sewage Disposal ❑ Municipal r�i On Site Historic District ❑ Hyannis Historic District ❑ Old Kings Highway Debris Disposal Facility: 8xcmr� I am using a crane ❑ Yes ❑ No Section 7—Flood Zone Flood Zone Designation Within or adjacent to a wetland, coastal bank? Yes ❑ No ❑ Section 8—Zoning Information Zoning District Proposed Use N G Lot Area Sq.Ft. Total Frontage Percentage of Lot Coverage N #of Dwelling Units (on site) Setbacks Front Yard Required - Proposed Rear Yard Required Proposed Side Yard Required Proposed Has this property had relief from the Zoning Board in the past? ❑ Yes ❑ No Last undated_2/9/201 8 Application Number................... . ..................... Section 9-.Construction Supervisor Name �J C WK W 4K Telephone Number Address d� ��. ,t� City_ State Zip f� License Number `/ License Type CS L Expiration Date Contractors Email q t Zny(- d (P Cell 1 Lo 0.2 3 I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts S4e Building Code. I understand the construction inspection procedures,specific inspections and documentation re ' e 8 WE of Bamstable.Attach a copy of your license. Signature Date Section.10-Home Improvement Contractor Name /ate /� Telephone Number • C � 7 6 / Address r City State _Tap Registration Number //� (o �/ Expiration Date 1 11 Ud_l xJ,?-0 I understand my responsibilities under the rules and regulations for Home Improvement Contractors in accordance with 780 CMR the Massachuse Building Code. I understand the construction inspection procedures,specific inspections and documentation rem anct Me vzvfBemstable.Attach a copy of your H.LC... Signature Date Section 11 -Home Owners License Exemption Home Owners Name: Telephone Number Ce ork Number I understand my responsibilities under th sand regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State g Code. I understand the construction inspection procedures,specific inspections and docummentation require 80 CMR and the Town of Barnstable. Si Date �PPLIGA_NTSIGNATURE Y,Signature Date Print Name L�� - Telephone Number 7 7k- E-mail permit to: [,kV7W r OPI) 7 11 In MA10 .. Section n •-Department Sign-Offs Health Department ❑ Zoning Board(if required) ❑ Historic District ❑ Site Plan Review(if required) ❑ Fire Department e ❑' :.y �' ; Conservation ❑ For commercial work,please take your plans directly to the fire department for approval Section 13—Owner's Authorization I , as Owner of the-subject property hereby to act on my behalf, in all authorize matters relative to work authorized by this building permit application far: (Address of job) Signature of Owner date Print Name J Last imdated:2/9/2018 SNP b Q �Z�l�Z 0�440, .r.__. 1d tJ Nb� j T mER AX I BUILDER LANDSCAPE MILLWORK Licensed Designee l Job Location — J SW C��r AI'1�o��s �? + Property Owner— Ckc- s od-c sc� Applicant— E.J. Jaxtimer Builder, Inc. Licensed Designee —Jeffrey Garran CSL— 078442 Commonwealth of Mass--achu tts Division o!F PtofvsSi0n.e.[ Lice ure Bdard of 86Udin,g Regtd tions and Standards ons t.rPdt r�i� 4W isor ti'y ,lEFF'REY'BARRIIjp� ` 4 110 SALT ROCK R 6 PE a Applicant - E.J. Jaxtimer License Designee - Jeffrey Garran 48 Rosary Lane,Hyannis,MA 0260.1 508-771-4498.508-778-491.1 •Fax 508-775-4909 wvvw.jaxtimer.com Bowers, Edwin To: TINA@JAXTIMER.COM Subject: Permit/Application:TB-20-178 at 639 SCUDDER AVENUE, HYANNIS for Building - Addition/Alteration - Residential This letter is in response to application number B-19-1279. Your application is denied as submitted for the following reasons: 1) Incomplete construction documents as required by Chapter 1 Section R107.1 of the MA amendments to the 2015 IRC (9th edition 780CMR) Please provide current CSL And, if aggrieved by this notice; to show cause to why you should not be required to do so, you may file a Notice of Appeal (specifying the grounds thereof) with the State Building Appeals Board within forty-five (45) days of the receipt of this notice. Respectfully, , Edwin E Bowers Local Inspector Edwin.bowers@town,barnstable.ma.us (508) 862- 4025 t The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 www massgov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers k If Applicant Information Please Print Legibly Name(Business/Organization/Individual): E.J. Jaxtimer, Builder, Inc. Address: 48 Rosary Lane City/State/Zip: 14 A%A(S . NA v Q Phone #: 508-778-4911 Are you an employer?Check the appropriate box: Type of project(required): 1. ✓ I am a employer with 40 4. 1 am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. New construction 2. I am a sole proprietor or partner- listed on the attached sheet. 7. Remodeling ship and have no employees These sub-contractors have g. Demolition working for me in any capacity. employees and have workers' 9. Building addition [No workers' comp. insurance comp. insurance.$ required.] 5. We are a corporation and its 10. Electrical repairs or additions 3. 1 am a homeowner doing all work officers have exercised their 11. Plumbing repairs or additions - myself. [No workers' comp. right of exemption per MGL 12. Roof repairs insurance required.] fi c. 152, §1(4), and we have no employees. [No workers' 13. Other comp. insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. I Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. *Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees Below is the policy and job site information. Insurance Company Name: Norguard Insurance Co. Policy#or Self-ins.Lic.#: EJ WC 139902 Expiration Date: 01/01/21 Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the painFA;Z!des of perjury that the information provided above is true and correct. Si ature: Date: Phone#: 508-778-�4911. . Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3. City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6. Other Contact Person: Phone#: DATE(MM/DD/YYYY) CERTIFICATE OF LIABILITY INSURANCE 1/07/2020 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER NAME^CT Erica H.O'Connor HART INSURANCE AGENCY,INC. PHONE FAX 243 MAIN STREET c ac No): PO BOX 700 E-MAIL ADDRESS: eoconnor@hartinsuranceagency.com BUZZARDS BAY,MA 025320700 INSURERS AFFORDING COVERAGE NAIC# INSURER A: ARBELLA PROTECTION INS CO 41360 INSURED EJ Jaxtimer Builder,Inc INSURERS: NORGUARD INSURANCE CO 31470 48 Rosary Lane Hyannis,MA 02601 INSURER C INSURER D INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDL SUER POLICY NUMBER MM/DD/YYYPOLICY F MIIOit/uDDmY LIMITS A COMMERCIAL GENERALLIABILrrY 8500042039 01/01/2020 01/01/2021 EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE �OCCUR DAMAGE TO RENTED 300,000 PREMISES Ea occurrence $ MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 RO-JECT ❑LOC PRODUCTS-COMP/OP AGG $ Z,000,000 POLICY 1z OTHER: $ A AUTOMOBILE LIABILITY 1020011547 01/01/2020 01/01/2021 COMBINED SINGLE LIMIT $ 1,000,000 Ea accident ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Per accident $ A UMBRELLA LIAB OCCUR 4600042040 01/01/2020 01/01/2021 EACHOCCURRENCE $ 5,000,000 EXCESS LIAR rl CLAIMS-MADE AGGREGATE $ 5,000,000 DED M RETENTION$10,000 $ B WORKERS COMPENSATION EJWC139902 01/01/2020 01/01/2021 PER oTH- AND EMPLOYERS'LIABILITY Y/N STATUTE .ER OFFICER/MEMBER ANY �EXCLUDED?ECUTIVE N/A E.L.EACH ACCIDENT $ 500,000 (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 500,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE PROOF OF INSURANCE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE 01988-2015 ACORD CORPORATION.. All Mrights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD f • � ��Cnanaaverc<r��l�e�J�l�ir�3.ilcc/�rwr113 Offico of Consumer Affairs 8 Business Rvgutatlon Registration valid for individual use only HOME IMPROVEMENT CONTRACTOR TYPE:Corporation beforethe ezplration date. if found return to stratlotf g3oiratidn Office of Consumer Affairs and Business Regulatlon QSQg 11/0212020 1000 Washington t-Suite 710 xf- Boston,MA 021 E J JAXTIMERTflt;liLb4~R�iJG�. ERNEST J.JAX MEN 48 ROSARY LN , Ot Valid wi ignature HYANNIS,MA 02t301 sE Undersecretary I conunonweaith of Massachusetts l s° Division of professional Licensure a f Board of Building Regulations and Standards • Constrkptaonittl"rvisor CS-003251 _ pires:0111412020 ERNESTJJA. TIMER 48 ROSARY LVE f KYANNIS MA 628G1 I. _ •?a yt.�:R`ti\-� Commissioner CIL 1 �oFtMME r Town of Barnstable Building Department Services * BAMSPABLE. * Brian Florence, CBO 9 MASS. 039. �0 °oer a Building Commissioner ED MAC 200 Main Street,Hyannis,ILIA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 i Property Owner Must Complete and Sign This Section, If Using A Builder I, Christopher Sorenson , as Owner of the subiect property ` hereby authorize E.J. Jaxtimer Builder, Inc. to act on my behalf, in all matters relative to work authorized by this building permit application for: 639 Scudder Ave, Hyannis Port (Address of Job) **Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. Signature of Owner Signature f Applicant r Christopher Sorenson E.J. Jaxtimer Print Name Print Name January 17, 2020 Date Q:FORMS:OWNERPERMISSIONPOOLS Rev:08/16/17 THE t Town of Barnstable �. Planning&Development Department °wE�oPMfN,°�, TOWN OF BAR k�stable Historical Commission * BARNSTABLE, * Street,Hyannis,Massachusetts 02601 MASS' �' t' 508)862-4787 Fax(508)862-4784 KC 26 PM f: 4F oiyN , 10- tfo •ta erin.logan(a�town.barnstable.ma.us orsa101 Jeor a Jesso AIA Elizabeth Mumford Che 1 P well Fr e P k Commission Members '# Q!� Nancy Clark,Chair Nancy Shoemaker,Vice Chair Marilyn Fifield,Clerk 4 {n g p, ry o anc s ar s Jack Kay,Alternate r „; r-r�-1t __u DECISION Summary: Demolition Delay Not Imposed Pursuant to Chapter 112 Historic Properties; Section 112-3 F Applicant/Property Owner: Christopher&Christine Sorenson Subject Property: 639 Scudder Avenue,Hyannis Port Assessor's Map/Parcel: 287/049/000 Hearing Date: December 17,2019 Pursuant to.the Barnstable Historical Commission receiving your notice of intent on November 21, 2019, a duly advertised and noticed public hearing was held on December 17,2019 to determine whether the significant structure identified as a single family structure on this property is a preferably preserved significant building and whether demolition delay would be imposed for the partial demolition of this structure on the parcel addressed as 468 Wianno Avenue,Osterville. After review and consideration of public testimony,application and record file,the Commission by a vote of five in favor and one opposing (Kay), found that the actions proposed do not constitute a substantial alteration and would not jeopardize the historic structures' status as a contributing structure in a National Register Historic as defined in §3 of the Cape Cod Commission Development of Regional Impact Review Threshold. In addition, after further review and consideration of public testimony, application, and record file accordance with Chapter 112F, the Commission found, by a unanimous vote, the partial demolition of the single family structure-is not a preferably preserved significant building. In accordance with Chapter 112-3 F,the Commission determined.by a unanimous vote,that the partial demolition of the single family structure would not be detrimental to the historical,cultural or architectural heritage or resources of the Town. This decision applies only to the.demolifion described in the notice of intent submitted on November 21, 2019. No future demolition shall be permitted without application and approval from the Barnstable Historical Commission.' r - Nancy Clark,Chair Date cc: Brian Florence,Building Commissioner. Ann Quirk,Town Clerk a Planning&Development Department-Elizabeth Jenkins,Director;Paul Wackrow,Senior Planner; Erin Logan,Administrative Assistant-200 Main Street,Hyannis,MA 02601 ; RAMsTABM Town of Barnstable �639 Al { Growth Management Department Barnstable Historical Commi l ssion ww, . ., wtown.barnstable.ma.us/historicalcommission, JoAnne Miller Buntich,Director w Marylou:Fair,Administrative Assistant C, COMMISSION MEMBERS: „ .. Laurie Young,Chair µ Nancy Clark,vice Chair >- BRRNSTABLE i`OIh1P+1 CLERK _Marilyn Fifield,Clerk George Jessop,AIA 9 r Nancy Shoemaker 1 R?4 2�J 5.MA Pt11� Len Gobeil Ted Wurzburg Paul Arnold;Alternate March 24,2015 A, Re: Intent to Demolish(Portions of Single Family Dwelling 639 Scudder Avenue, Hyannis Map 287, Parcel 049 f Mark Freitas : 10 Spring House Road: Greenwich,CT 06831CD - Ann Quirk,Town Clerk 367 Main Street, Hyannis, MA 02601 Thomas Perry, Building Commissioner M 200 Main Street, Hyannis MA 02601 Pursuant to the attached decision, please be advised that the Barnstable.Historical Commission will hold a public. hearing on this matter on April 21,2015 at 4:00pm,367 Main Street;.Hyannis 2nd Floor,Selectmen's Conference , Room. This public hearin will be advertised,notices sent to abutters and a notice form will'be posted on the'buildino or. p 9 other visible site on the property The applicant is responsible.for advertising and mailing costs associated with the ; pubic hearing. Please contact Marylou Fair at 508.362.4787 or marylou.fair@town.barnstable.ma.us for processing information. = Sincerely, s, Laurie K.Young "1 Laurie K.Young,Chair. ft R cc: Tim Luff,Archi-Tech Associates k k 200 Main Street,Hyannis,MA 02601 0 50.8-862-4786 f)508-862-4784 367 Main Street,Hyannis,MA 02601 (o)508-862-4678(f)508-862.4782 `1"E - .. �P,cEMEo,O rt BARNMBLE. + - 16 9.a,� Town`of Barnstable ��N�F9Py Growth Management Department Barnstable Historical Commission www.town.barnstable.ma.us/historicalcommission. Jo Anne.Miller Buntich,Director COMMISSION MEMBERS: Laurie Young,Chair Nancy Clark,Vice Chair Marilyn Fifield,Clerk George Jessop,AIA Nancy Shoemaker BARNSTABLE TOWN CLERIC Len Gobeil 2015 MAR 24 PM12-22 Ted Wurzburg Paul Arnold,Alternate Chapter 112 Historic Properties,Section v112-3 D. r i - DETERMINATION of SIGNIFICANT BUILDING 639 Scudder Avenue, Hyannis Map 287/Parcel 049 Pursuant to Intent to Demolish Portions of Single Family Dwelling - The Barnstable Historical Commission received a Notice of intent to Demolish application for this address stamped by the Town Clerk on March 16, 2015. This structure, located at 639 Scudder Avenue, Hyannis is a two story shingle style house built circa 1762 and is known as the Eleazer Scudder House. It is a contributing building in the Hyannisport National Register District and is historically important as well as architecturally significant in'terms of period and style of the neighborhood. In accordance with Chapters 112-2 and 112-3(D), Barnstable Historical Commission Chair,has determined that. this structure is a significant building. 200 Main Street,Hyannis,MA 02601 (o)508-862-4786(f)508-862-4784 367 Main Street,Hyannis,MA 02601 (o)508-862-4678(f)508-862-4782 DF(HE T ;6 9. BARNSTABI,E 6J9• pTED Mfd own of Barnstable 1639 55° Growth Management Department EpRNSTABLE TOWN CLERK Barnstable Historical Commission www.town.barnstable.ma.us/historicalcommission 2015 MAR 16 PM3t 12 NOTICE OF INTENT TO DEMOLISH A SIGNIFICANT BUILDING Date of Application 27• �� Full Demotion Partial Demolition Building Address: — "S114AWW, AVE!� e Number Street DZ, AI Assessor's Map# 7,OO Assessor's Parcel# Village ZIP Property Owner: 4�(A}ZI� K �`�G� �,� • ?� . ;jnpo Name Phone# Property Owner Mailing Address (if different than building address) Property Owner e-mail address: Contractor/Agent:.- Contractor/Agent Mailing Address: Contractor/Agent Contact Name and Phone "72 Name Phone# Contractor/Agent Contact e-mail address: c3 WW 1TrrrG}-1 Detail of Demolition Proposed: P��101�,� � ��I-�1ba.1� �I�(1�1G•- DI�G�— ��.UD �'��1� � �llr�dam(. D� 6� YOMA AL4� d�1 "T1-44� GJ fit-k �1 V • Type of New Construction Proposed: V (9 I p "12 Provide information below to assist the Commission in making the required determination regarding the status of the Building in accordance with Article 1, § 112 Year b 't: I i 4p22 —Additions Year Built: �D�� oD�U , �_bko a ZO,I Is the , uilding I sted on the National Register of Historic Places or is the building located in a National Register District? No es Gn1111t �a1Vb/l�ls. rt�Ub�. bl�'(�e.\v� Property Ow r/Ag t Signature May,2014 — 1 } Existing Right Elevation F e .r• ..... Y'::season,.* . monsoon. •.nrr soon. •.•■ �T�R'��TfZ■ yLv •.."......•...�•.....�e t�� r 4 ', r LOW Existing Rear Elevation , MuNNOMMOMMOMMON WIF- • r Existing Right Elevation r r r r r ►►r- r r r�� I 1 � Nummnu '�� _ \ 1 i i 7 IN 1 1 ■ _ ■ ■ 0 r r _ .. ■ ■ 1 . � � 1004 OF BAR NSTA LE �SNE A Town of Barnstable ti '09 OCT 23 Ali 8: 08 Barnstable Historical Commission * snxtvsTast.E, 200 Main Street, Hyannis, Massachusetts 02601 y MASS. g (508) 862-4786 Fax (508) 862-4725 1639. www.town.barnstable.ma.us f D l� October 21, 2009 Linda Hutchenrider,Town Clerk ra e- Co 367 Main Street, Hyannis MA 02601 - / CD -t Cj Thomas Perr Building Commissioner !' ` ) y, g -�- 200 Main Street N. o Hyannis,MA 02601 n Gordon Clark, Northside Design.Associates iz 141 Main Street %-n Gr Yarmouth Port,MA 02675 Re: DECISION of the Barnstable Historical Commission,pursuant to the Code of the Town of Barnstable Chapter 112, Historic Properties,Article 1, Protection of Historic Properties ss 112-1 through ss 112-7 APPROVING the application for Partial DEMOLITION of follow property: Location: 639 Scudder Avenue,Hyannis Port—Guest House in Rear of Property Assessors map and parcel: 287/049 Date application submitted: 10/13/2009 The Barnstable Historical Commission reviewed the above referenced application at their duly noticed meeting of 10/20/2069. This property is listed on the National Register of Historic Places. At that meeting, they found that the guest house at the above address was not an architecturally or historically significant building and they voted to approve the application for partial demolition to construct a one story addition per plans dated 10/13/2009 without out a public hearing. The original construction of the guest cottage is unknown. Members of the Commission visited the site and reported their findings to the rest of the Board. The applicant submitted photographs of the building as well. Present and voting to permit partial demolition were: Chairman Barbara Flinn, George Jessop,AIA, Marilyn Fifield,Nancy Shoemaker, and Jessica Rapp Grassetti and Len Gobeil Absent: Nancy Clark Sincerely, Barbara Flinn, Chairman , : ,Town fBnrn-stable • W.s it i. .ir .„?. .. ,Y .',, a"' .., ;,: r:':_ ,w,.. , .. "• .. ,.F'.; � -'r ..., l� fa ":mil -"� z s ._• ....... ... ..;. w ...,,. ...E -_: @ :,.. r x.3:' .,. . . . HMus .be:.Retained.=on„Job..andettiisard.,Must ?his rd,.So=That.rtas,U s b e From., h Egg] A raved:Plans,,.. t ._.._ liAttltSfAEt1.E. -:� ON' -t.G ,,1•. •� ,� s, - .. - ,,.,....<,.. `. .. �. ..sue.... �:.„ .,.. ,.¢, >. ,�,: �:. .., •,,d ..< ra:F�I .. ^. »- r,,,.. ,e., _.., s.4 .r, .�> .c,,. b, ,x.. _, J , °.3,_S2 i r,; .. F , ,: - ,,,.. .f:: ,.�.., .�.:r:. r_s -�..., :: ._.. - .<.<.... asted..Unt�IaFinal lns ectton,Has.6-een,Made. �.r.. :. o. ,. . w k:, ., , P R. -".> ., h � ,.d ash. It A R u>r d uc xBu�Idtn atxall:Not,,be Occu aetl�unttl.a FtnaL_Ins ection..has;b'een made , kud _,.; Where a Certtticate.,Qf�OccluPancy,:fs ,�d-.,, e, ,�3� )a .. g � p- .,, , �c..�:«.,�.....,:, =5.; �aa�„ ....;u... Permit°NO 13-17-3353 = Applicant Name. VIOLA ASSOCIATES, INC. ". Approvals Date Issued 10/33/2017 Current Use:". Structure r Foundation: Permit-Type: Building=Pool Exit-inground p ation Datec 04/13/2018 Location::..639 SCUDDER AVENUE,HYANNIS . Map/Lott 287-049 Zoning,District: RF 1 - Sheathing: "t771, i � Owner on Record: FREITAS,MARK E Contractor Name EDWARD TRAINOR Framing: 1 Address: 14458 CYPRESS ISLAND CIRCLE Contractor L�cense� CSFA-106159 2 PALM BEACH GARDENS,FL 33410Protect Cost: $ 114,000:00 Chimney: Description: INSTALLATION OF 18'X36'RECTANGLE INGROUND POOL WITH AN Perm t Fee: $ 175.00 AUTOMATIC SAFETY COVER.FENCE TO BE 48"'WROU;C,Hi IRON Insulation: 175.00 FENCE CODE COMPLIANT Final: ,k Date 10/13/2017 Project Review Req: a �` Plumbing/Gas Rough Plumbing: Building Official Final Plumbing: This permit shalt be deemed abandoned and invalid unless the work aathonzed'by this permit is commenced within six months after iissuance. Rough Gas: All work authorized by this permit shall conform to the approved appli ationadth ;approved construction documentsor whichthis permit has been granted. All construction,alterations and changes of use of any building and structures�sh ni all be in compliance with the local zong;by#aws and codes. Final Gas: This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open forpublic>nspection for the entire duration of.,the Electrical work until the completion of the same. q IF The Certificate of Occupancy will not be issued until all applicable signatures by-the Building andF�e Officials are pro�wded on this permit. Service: r Minimum of Five Call Inspections Required for All Construction Work �1 �• Rough: 1.Foundation or Footing a . .ram 2.Sheathing Inspection Final: 3.All fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Low Voltage Rough: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Final: 7.Final Inspection before Occupancy Health Where applicable,separate permits are required.for.Electrical,Plumbing and Mechanical Installations. Work shallnot proceed until the lnspector.has.approved the-various stages-of.construction : '. . Final -. Person co.ntractln&With unregistereo t ntractors do:not;,have<acce-ss to the guararaty.fund,.(as.set forth in MGL c_142A)` Fire-Department: Final: Buildingplans are to be.available on site- - 1. All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT TOWN OF BARNSTABLE BUILDING.PERMIT APPLICATION 6-ftATL S a Map 297 . Parcel 6N/9 Application # J Health Division Date Issued 3)/7 Conservation Division 1\ Application ' (7q Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address 1�rllwb /1 r1 Z&_ Village /Y wuN Owner a,&S Address /%%✓` �/�/1cSS1fLs9i✓O '�C 9��`!% Y AZ Telephone cvvG'/I (;e7 Permit Request �i sr9��pr��iy D� �� x � Gr/�/ L�' ,/ryG2QU/�r� /Oo1 Aw ke Moe ��EAY d4la . `r��z' ro %�� y� l�ov�,vi 1,,41 `r rct Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Gd Project Valuation /�� Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑Other Basement Finished Area (sq.ft.) Basement Unfinished Area`sq.ft)), ng c ° Number of Baths: Full: existing new Half: exist n&E ' new Number of Bedrooms: existing _new ccQ 2 S TV Total Room Count (not including baths): existing. new First Floor Roo m,IQNS unt Heat Type and Fuel: ❑ Gas ❑Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new, size_ Attached garage: ❑ existing ❑ new size _Shed: ❑existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION `` (BUILDER OR HOMEOWNER) Name Telephone Numbers Address //Gs��y ��i7'� License# Home Improvement Contractor# 7 Z Email ��' ��G9 �55Qci�%ems �� Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO fwa/,Y-lww D9Pvy`9G lvaG r�Y GL� T 1,4fl,W,0�� SIGNATURE —` DATE �/ .F FOR OFFICIAL USE ONLY APPLICATION # " DATE ISSUED MAP/ PARCEL NO. "`ADDRESS VILLAGE OWNER DATE:OF INSPECTION: ti4 FOUNDATION 4, 61G 1 14 1 j FRAME .' INSULATION „FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING y DATE CLOSED OUT ASSOCIATION PLAN NO. . .,. . .b h .w ..x ti Town of Barnstable ,Regulatory Services l " `i`l:o F.Wier,Dirgetor 'Building DiViSIOU Tom berry,Building Ca MObsiouer 200 Main Wiz,Epwxis,KA 07601 ��v.to�.haxxwtnble.ma.ua (ffflce- 508462-4W$ Fax: .50&790-6230 Property Owner Must Complete and Sign This Section If Uai A D Oder ,� sl ? _,as Owner of the subject property h=aby� -- t c► sxz $e za1 iu alb mattr—ra reisu=to work authorized by this budding permit is (A.ddsess of job) **Pool fences and alarms are the respansib ty of the applicant. Pools are not to be Bed before fence is instaUed And pooh afe not to be utfli,zed until all final inspections are perfo=aed and accepted. - � turf✓r f ,of A,ppl ,t P.rizat Nazaa Pziac its ;, Date The Commonwealth of Massachusetts Pnnt Form • Departmerit of Industrial'Accidents U. 'f Office of Investigations 1 Congress Street, Suite 100 Boston, MA 02114-2017 V www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual); Viola Associates,Inc. Address: 110 Rosary Lane, Unit A City/State/Zip: Hyannis, Ma. 02601 Phone #: 508-771-3457 Are you an employer? Check the appropriate box: Type of project(required): 1.❑✓ I am a employer with 35 4. ❑ I am a general contractor and I employees.(full and/or part-time).* have hired the sub-contractors 6. ❑ New construction 2.❑ 1 am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have g, ❑ Demolition workingfor me in an capacity. employees and have workers' Y9. ❑ Building addition [No workers' comp. insurance comp. insurance.* required.] 5. ❑ We are a corporation and its 10.❑ Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their I I.El Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑ Roof repairs insurance required.] fi c. 152, §1(4), and we have no Swimming Pool employees. [No workers' 13.❑✓ Othermm 9 comp. insurance required.] Any applicant that checks box 41 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. :Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Acadia Insurance, Inc. Policy #or Self-ins. Lic. #: WPA0218000-21 Expiration Date: 4/29/18 Job Site Address: 639 Scudder Avenue City/State/Zip: Osterville, Ma. 02655 Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage"as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to $1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to $250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certffiy under the gins and penalties oUerjury that the in ormation provided above is true and correct. 9/27/17 Signature. � .. _.__ �..__. �Date: _ _ __ _ ._77 Phone#: 508-771-3457 Official use only. Do not write in this area,to be completed by city or town official. City or Town: Permit/License# Issuing Authority (circle one): 1. Board of Health 2. Building Department 3. City/Town Clerk 4. Electrical Inspector 5. Plumbing Inspector 6. Other Contact Person: Phone#: ATE ACCI CERTIFICATE OF LIABILITY INSURANCE D/27//DD/Y � 927i2o17 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Northborou h Construct West NAME: FA g Eastern Insurance Group LLC PHONE 800-333-7234 A/C No: 155B Otis Street E-MAIL INSURERS AFFORDING COVERAGE NAIC# Northborough MA 01532 INSURERAAcadia Insurance CompanV 31325 INSURED INSURER B:Firemen r s Insurance Co Wa DC Viola Associates Inc INSURERC: BOX 389 INSURER D: INSURER E: Centerville MA 02632-0389 INSURERF: COVERAGES CERTIFICATE NUMBER:2017 Master REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUER POLICY NUMBER MM/LDDYNM MM DWYYYY LIMITS LTR GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTED 250,000 X COMMERCIAL GENERAL LIABILITY PREMISES Ea occurrence $ A CLAIMS-MADE �OCCUR PA0217962-20 /29/2017 /29/2018 MED EXP(Any one person) $ 15,000 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 POLICY X PRO LOC $ AUTOMOBILE LIABILITY EOM�BINEeDtSINGLE LIMIT 11000,000 ANY AUTO BODILY INJURY(Per person) $ B ALL OWNED SCHEDULED 0217963-20 /29/2017 /29/2018 AUTOS Ix AUTOS BODILY INJURY(Per accident) $ X HIRED AUTOS AONOOWNED pe�accRdentDAMAGE $ X UMBRELLA LAB X OCCUR EACH OCCURRENCE $ 2,000,000 A EXCESS LIAB CLAIMS-MADE AGGREGATE $ 2,000,000 DED I I RETENTION$ UA5047783-15 /29/2017 /29/2018 WC $ A WORKERS COMPENSATION X IR OR STIMIT OTH- AND EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N E.L.EACH ACCIDENT $ 500,000 OFFICER/MEMBER EXCLUDED? N N/A A0218000-21 4/29/2017 /29/2018 (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $ 500,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT Is 500,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Sorenson R2S1deriCe ACCORDANCE WITH THE POLICY PROVISIONS. 639 Scudder Avenue Osterville, MA 02655 AUTHORIZED REPRESENTATIVE John Koegel/CLUl ACORD 25(2010/05) ©1988-2010 ACORD CORPORATION. All rights reserved. INS025mmnmmni Thn Ar opn nmma 2nrl Innn nra rcnicfcrcrl mnrka of Arf)Pn I`4lassacnuseiis - Ce�artrrent or Public Ja?f3iy._ Board of Building ?egulations and S ard�rd Construction Supeni+iir 1 , 3 FunM License: CSFA-106159 i EDWARD TRAINOR 47 JACQUELINEXIORCLE."yf'':? West Yarmouth MA 02673 J.�.. / %{j`,ra?ion I Con-m sanner Y 12/1712018 �e �cci�zauc-razuealCI nzCClrcJ:;ac11czdeCGj ' Office of Consumer Affairs&Business Regulation HOME IMPROVEMENT CONTRACTOR ( � TYPE:Corporation Registration Expiration 48`1644 04/20/2019 VIOLA ASSOCIATES;;INC: _:='!:'` EDWARD TRAINOR 110 ROSARY LANE :r HYANNIS,MA 02601 `� . - Undersecretary • o RESIDENTIAL SWIMMING POOL BARRIER REQUIREMENTS !? ' 1 - y Safety Cover/Alarms- welling Exits shall have one of the LLU ' �3 a following: co d 1.Safety cover in compliance with ASTM F1346 or larms w is sound continuously for a minimum of 30 seconds.Alarm deactivation switch for single entry must not < last more than 15 seconds and must be>=54"(4'6")above c\2 m threshold of door. -- -® __. __..—.: ---- - -- --- --- -- - ". O Minimum Fence Height 48"(4')measured on side LIJ opposite pool Gate/Latch-Gate shall open away from pool and be self closing and self latching. Release Mechanism of latch shall (4'be—54" 6")from bottom of gate.If R.M.<54"(4'6") I— must be located on pool side of gate>=3"from top of gate and have no opening in gate>.5"within 18"of R.M. .� I ._..—._..__.—...—_..._—._..._...... .......... + ® ♦ ® 9♦ ♦ 4 .4 Rule 1 -Horizontal Members spaced<45"(3'9") Vertical ,,,,, .. .�. •1 •., •• �� ' ♦ ,♦ ♦ ♦ � ♦• ♦ ♦; +� �. ♦". Members shall not exceed 1.75" , :�.� �•�. eo• rod a ••,S �•••• �r' r .i o o♦o t©♦ ♦m o♦ .fi ♦♦ �♦ i�' ♦ !, ♦ ♦ i a Rule 2-Horizontal Members spaced>=45"(3'9")Vertical • '• • • :'0, 'J. i�i ; ♦♦♦ °♦ ♦♦ ♦♦ �♦ ♦♦♦ ♦ 1♦, ♦, �� 1 Members shall not exceed 4" "" r �� ° °• • i:- ♦ ' Chain Link-Maximum mesh size shall be<= 1.75" me squares k Lattice Fence-Maximum opening formed by dimensional members<=1.75" 2"Maximum Vertical Clearance measured on opposite pool side rti 5 _ ,� _,_. -: .� .. 3 ^ -. ...... ,_w_. _. .. fl _.�„� ��,� �. � . ,� ..:, , , �� ._ :. � �� ,:.., v �� ^�a .. ,- ,: _h<� � �,r. _ — _ .. .� <,.- ,�, a a 0 a -�ji'-. ,, v x .. wu x i�r'�, � m�., e..,zh ,�,�,.� � a s .. -. 'L. .._ , ,. ..� _.d a. w., ,•. .., �--� � .. ". _ ,t ._ .: ... _. ✓ c, .. r , � _ � _ _ ,. _ ^ _. ': .. E - �� ,. ,. .. .. 1; iE _ 9" to '. ,+� � �: � }' ` t L?� "�t' �' ,�� .. �Y Ultra-Reliable Latching System. The Life Saver Self-Closing gate uses only the most proven latch and hinge system. The Magna-Latch has been tested to more than 400,000 cycles. MAGNA-LATCH gate latches are magnetically i triggered safety devices that have revolutionized the safety, reliability and child-resistance of swimming pool,childcare and household gates. The unique operating principle is brilliantly simple. As the gate swings shut, a powerful 'permanent' magnet draws a latch bolt from one housing into the other, latching it securely. No amount of shaking, pushing or pulling can disengage the latch. The concept is so advanced it boasts international awards for design excellence. The latch has been designed to meet strict international safety codes, including all codes relating to swimming pool gate safety. The dangerous problem of a gate"resting on the latching mechanism", appearing to be latched, is eliminated when using MAGNA-LATCH. The quiet and reliable latching action means MAGNA-LATCH incurs no mechanical resistance to closure, and so suffers none of the sticking,jamming and sagging problems associated with 'mechanical' gate latches. `fru®dose Hinges r s�o -Abp Quality TRU-CLOSE gate hinges are the latest ETA' : , 1 1 IftVPWer,ld technology in adjustable, self-closing gate hinges ra for swimming pools, households and other safety gate applications. d S These strong, revolutionary hinges are injection-molded from a special blend of glass-fiber reinforced polymers, which means they never rust, bind, wear, sag or stain. The superior strength and rust-free performance of TRU-CLOSE means the hinges offer double the life expectancy of any comparable product. The internal torsion spring is made of high-grade stainless steel to ensure smooth, powerful closure and long life, even in the harshest seaside or and environments. The patented, spring-loaded adjustor within most TRU-CLOSE hinges allows instant, incremental tension adjustment using only a screwdriver. Quick and easy! This clever adjustment feature TRU-CLOSE hinges have been independently tested to comply with a range of international safety standards, especially those relating to pool fences and gates. The hinges are designed to outperform all comparable gate closing devices. They are the only safety hinges offering a lifetime warranty against rust or corrosion 5 ........ SPECIFICATIONS. ............ ........... ........... ........... Review system details for Saver covers. Fabric Mechanism Covers •5-year limited prorated standard warranty • Standard 12"aluminum lid with •16 oz.,23 mil Herculite premium bonded vinyl either 4"or 6"hinge •Low-stretch rope and webbing(2000-lb. break) • BezelT" lids, 16"and 18" •9 standard colors: dusky blue,royal blue, • Vanishing Lid TM trays, 12"-24"wide with light blue,aqua,forest green,beige,tan, stainless-steel trays and stainless-steel gray,and black adjustable brackets • 35 custom colors • Fiberglass deck-mounted mechanism ends •20 oz.,28 mil Herculite premium-plus fabric with • Bench bracket frames limited prorated 7-year warranty, available in light blue, dusky blue, and beige Safety * Exceeds ASTM F1346-91 requirements * Full UL listing Track Styles g •7-year limited warranty on all * Bonding included with all systems aluminum extrusions * Automatic water-removal cover pump included •All aluminum extrusions are 100%anodized •Undertrack,universal or recessed track * NOTE: •Safety-Lock track channel Some cover manufacturers treat cover pumps and •Top-mounted track channel for concrete bonding as options for their systems. A solid safety and fiberglass pools cover without a pump is NOT approved to ASTM • Inverted track channel for concrete or F1346-91 safety standards.The installation of an deck-on-deck applications automatic cover system without bonding is not a •2-piece channel system for vinyl pools UL-listed product. • 1-piece coping channel for vinyl pools •Reusable coping forms Other Options •45-degree vanishing-edge pools • Painting—all extrusions can be painted to match most •90-degree vanishing-edge pools deck surfaces or fabric colors • Designer Series®cover—custom graphics can be Mechanism painted onto the fabric surface •Lifetime limited warranty on mechanism • ABS recessed box •100%anodized aluminum frame and components •Stainless-steel hardware •Stainless-steel drive components •Positive-shift system •Standard units include either heavy-duty slip clutch or auto-shutoff with amp limiter • Exclusivel independent or locked rope reels •24-bearing#440 heavy-duty pulleys Power and Controls Standard items are in bold type. •3-year limited warranty on all electrical •3/4 hp waterproof electric motor • 1 %hp/2000 PSI hydraulic system •Safety lockout key control •CoverLinkTm touchpad control •Low-voltage auto-shutoff with key switch •Low-voltage touchpad •Low-voltage water-feature shutoff FEDERAL AGENCY AND NATIONAL COMPLIANCE LISTINGS Cover-Pools is committed to producing the safest and highest quality pool and spa covers in the world. We are your partners in providing-a reliable additional layer of safety for your pool. UNDERWRITERS LABORATORIES INC. LISTING The Cover-Pools Underwriters Laboratories listing number is 181T-File#E52841 WBAH Covers for Swimming Pools and Spas Power Safety Cover, Model Save-T®3, Classified in Accordance with ASTM F1346-91 WDDJ Swimming Pool and Spa Cover Operators Electric Pool cover operator, Model"Save-T ASTM(American Society for Testing and Materials) Designation: F 1346-91 (PSC, MSC, OC) Cover-Pools products Save-T cover and Step-Saver have been manufactured and are in full compliance with ASTM F 1346-91 Standard Performance Specification for Safety Covers and Labeling Requirements for All Covers for Swimming Pools, Spas and Hot Tubs. FCC ID: P8G-50306 Save-T Cover Wireless 50305 Note:This equipment has been tested and found to comply with the limits for a Class B digital device, pursuant to Part 15 of the FCC Rules.These limits are designed to provide reasonable protection against harmful interference i in a residential installation.This equipment generates, uses and can radiate radio frequency energy and, if not installed and used in accordance with the instructions, may cause harmful interference to radio communications. However, there is no guarantee that interference will not occur in a particular installation. If this equipment does cause harmful interference to radio or television reception,which can be determined by turning the equipment off and on,the user is encouraged to try to correct the interference by one or more of the following measures: • Reorient or relocate the receiving antenna. Increase the separation between the equipment and receiver. •Connect the equipment into an outlet on a circuit different from that to which the receiver is connected. •Consult the dealer or an experienced radio/TV technician for help. Note:This equipment has been tested and found to comply with the limits for a Class 1, Class 2, and Class 3 Radio equipment and systems under Title: ETS EN 300 683 :97 and ETS EN 300 200-1 (RES)(EMC) (SRD)operating on frequencies between 9 kHz and 25 GHz.These limits are designed to provide reasonable protection against harmful interference in a residential installation.This equipment generates, users and can radiate radio frequency energy and, if not installed and used in accordance with the instructions, may cause harmful interference to radio communications. However, there is no guarantee that interference will not occur in a particular installation. If this equipment does cause harmful interference to radio or television reception, which can be determined by turning the equipment off and on ,the user is encouraged to try to correct the interference by one or more of the following measures: Reorient or relocate the receiving antenna. Increase the separation between the equipment and receiver. Connect the equipment into an outlet on a circuit different from that to which the receiver is connected. If you have any additional questions please contact Cover-Pools at 1-800-447-2838. 23 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATIOPQ Map Parcel O t�q Application # 1 — � Health Division Date Issued Conservation Division Application Fee Planning Dept. Permit Fee VIM, Date Definitive Plan Approved by Planning Board ��►'�� Historic - OKH _ Preservation % Hyannis Project Street t�i!e t Address 6 7sc'u�0 VCR Village II Y VS A Owner MCARkc, Address 01 _EL V(AZ%Ab `Z7, Telephone �a 1 l 3 ;z( (� �l.y✓i��'�Cl-� � 33Z180 Permit Request C yu `—TlAt_� �Tzok'ST ___.(�� L �C z `"��i`�V F �'Cl 'l lc�� - 1�►1v�GC..rc� ��r�d� Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District ��" Flood Plain Groundwater Overlay Project Valuation 8(�20.co Construction Type Lot Size Grandfathered: ❑Yes ❑ No. If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: : '= Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ E= _7 Commercial ❑Yes ❑ No If yes, site plan review# ` Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name �'� '� V�-'R�IT Telephone Number �� r Address _y��(� yvtJ��., ��\ i License # (::S (D Home Improvement Contractor# 7?c�83 Email VJc-)cAwo,� \<-,\-( V?_1fGtoN rQWorker's Compensation # l� ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE (� FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED MAP/ PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: rr FOUNDATION S6NO lb�lZtl FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL ,PLUMBING: ROUGH FINAL GAS: ROUGH FINAL p FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. 27ie CF 2vweah!OPfa59arjHtid& Deprrbwent cfIadxvtri&Acridts Bice qfatzvs. 600 WasbfiVtm meet . Boston,MA 0211.1 kvrMMfi .-VP1&a Wcwl era° Cie onI surmce avi±-S�andex-Jf�m -..1Flec-friri ifi&Th tubers App icmid Ffkil Please Print tf 65- « Are you an employer?Check the appraptiate bay .type of project(required)_ L El �.I am a employer w 4. ❑I am a general contmetor and I 6- ❑New cons an employees(fall andfor pat-lime)-* frve hiedthe 51r-Cos at Ks_ s edly fisted omthe dtacb 7. io 2.0 I am a sole gropFieYat or partner- � � ❑R . ship and have no employees . These sub-co racln have 9- ❑Demafdioa vai-Ing far me is employees mdhave wad is' . jl+To Wodomw comp.iMvMM-e comp.i,smz,c•I • .. .. 9. ❑Builcrmg addition -1 �- ❑ We are a=paratifla of its 1 0� 1 repairs or a, iioas 3_❑ I ama homeovmer doing all work ofieers have cK cised fhefr 1L0 Phambiagrepaim or additions mysi9f[No •o=p d9a of em=p6ca per li(M I❑Roofrgmirs ins required_j i c.M¢I(4} aadwe'hsveno employees.ENDwodoe& sllother ' cam-inzm j •dap app mat c1hp vox#1 mast also snoutthe secffoabekws d� ffiek me MMR6=peycg is =- Sab=ft&S rTOavftnuECzbnsftymmdakz&Uwe*wAffnnhimauts�ecatr��avbmitanew�dsvdmdie�� fCaat s ehec3�this box st "MCITea sddi6�al sbeeY sba tip of 19�e sob ca�ctva Berl state�rheth�arnotthase s7�s� employees.Iftfiesnb-cast asbacee�of , Ym�rgmssiaesffi trcdk -=P•FGIk3aabez lam ma erliplapsr t7iatis prauidzitg wcrkets'caarprerrsr�iort iriszirarmaer eFaJ�eex Sdrnv is riTcaPa�GY aauI jafa site �,�arm�lrba. . • Ia aace Company X=e , "Policy-,A,or Self-ins-Lic.A F�pi anDafe= Job Ste Address` CifylStatief22p: , rich a copy of the warlcers comzpensationpolicg decJasation page(showing the policy number and expiration date). Fame to serum coverage as requimdunder Section 2 5A of MGL a 157—can lead to the imposftion of csmiaal pembies of a e fge up to$UOD oD andfor one-yearimpaisoameuk as weR as cYw1 peaalgF-- n the faan of a STOP WORK ORDIR and a foe of up to$250OQ a day age the%iolainn Be adiised that xxopy of this stdamennt map be fxvwded to the Offim of lnyestgaiieas ofIhe_DJA for ffism re coverage vedffbation. Itfu bc' 9 rz pains psraaftcss �tJtatii�ia ircarwxafiart prcd�l bane` .trar8 ated correct Plmae gr 02iciaI um ate. Do oat writs in tfds areg,to be cmrapTeted by city arfPIP t OJOT frat City or Tawm Perm tffikense# Luming hardy[code one]: L Board of Health IL Depa� 3.Cdyfroiva Camk 4.13ech ical InspecAur S.Pi matbiag Inspector C.O&W Contact Persom Phoue 6 �J: JItA�•R ■�=- .■•••r� �•••1^ _I -■ln ••�R t• ., ■- ■- •••7\7YR ►.n•1■.0 :■11.)t I.I [I ■ �1.t1• Is - t y�■■ ♦ .� ■�3u•�■ : _n a.l n■: •:• a�R■a.. _r`••wrn•■ r•1 •• .1■u• n ■n� ems: ci■t\t /t .n ••• • u u " • n nl --nu• at_r._� oil No • ). : •t■ �i■1■N •1.1:� .It• .■ Ir•■N t■ �_ ■1 �+�•l•:■•w • : ■� f �'• �tlr•. ■•r •1 it- • :/■ tl• • .Ia ■.■ on \II• _A,.■wY.a■•It tl •\.�: -_ :ftl•1 • �.t•{t •• t.: �+•■.• ••►.'. i 1•• •�! 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I • ■ n 01 •n n u =■1 u o i•r / /•..._.0 m .: a .■n■: •r _.. • u_ n ■/• r.■ n 7 n n r man I :1 ntn■•r 1 1 1 ■ to�■ : t� U.l [• • `•\■Ir 1 as lalt - •�... n if. :l■■ r:1a•Ia t■ .■■ J �a MAN 1•"■ •■ • ■■- ■t t • tl. .. •is!■ • •a w 1• Y■nl■�1 •I tr.1•.NI I• U wl � - :t•■ fV tt- •1 •• ... : • u..• 1 •■ � 1.7 1■1•tt ■�r•r l ■ rMr ^� 1 rya •] •if•t■I •• •�■ t■ .rt /■YII�- • rNt•tt. w_ •F■n11 - .. r:l\ • ■tiro 1 /. ■\I•• �■ w • t�. \7t � ?I a•■ is t1 r•It■1/ �.1" rl : ■a\. ■. � n • • ....•-:nm •••■ • .+ n n_n. •■t n -■•_n►. •, •n r•■•:+ .un■ atr att ■ •.■ ■. -■.' ••^Im 's r 3i • N �. Its. •-r • ur> Town of Barnstable Regulatory Services : . • MAM Richard V Scan,Director. Building Division Paul.Roma,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnsftblema.us Office: 508-862-4038 .T= 509-790-6230 Property Owner Must . Coinplete and Sign This Section If Using A Builder as Owner of the subject property hereby authorize / MAC I to act on my behal f in all matters relative to work authorized by this building'permnt application for: (Address of Job) "Pool fences and alarms are the responsibility of the applicant Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. S• o of Applicant Print Name Print Name Date Q7y0JM:owrrg 0NPoors I _ _ { _„ arron�rr��o� aacic:�itetts I Office of Consumer Affairs.&Business Regulation T ME,IMPROV-F-MENT_CONTRACTOR-._....-_ gistration: *77 83 TYPe . piratron: { 0.tZ '---- - LLC... THOMAS C.WHITE VII LLC. THOMAS WHITE CENTERVILLE,MA 02632` Undersecretary j . 1 __-- — p Wbich Massachusetts -Department of Public Safety dings of any use grou 3 f Board of Building Regulations Bull 99100 o 9 ns and Standards Unrestricted- feet ^ -- --- - 35 000 cubic �1/11�L1 LLc�lorl JU UCI Ylllil contain less t License; CS-066582 . eucloSed Space. of TT.S THOMAS C WHI t�` oFn 415A MAIN ST Mgt 7 - Centervi]Ie MA 0'2632� 4 y < , ' assachusetts Failure to possess a current edition of the M J' J'�Q l` Code is cause for revocation of this license. Commissioner Expiration .State Building Mass.Gov/DPS 03/14/201Z For DPS�tensing information visit: wwvr' } A TOW NI OF PARNSTABLE DO Y . 1„rye f M 9. 2 3 i .... - Z— 1 Ire ..,_..,...... ..r.. ,..,+,.,.., :. �,...r.-. an,9 ..>. :cx' m. r✓ �;... .�+,. .,w', �..,a A s ns ...4� ;..;w"7;.'w '1�Y e (y'{.W,v+'gLh - �v�a k��ro.� � N,��' �r�,,�� $u�':$ 1y�sy �w:p hy�A,W !""':•,n7n , . � r :lk v'yy14' 'ou 1��1w i �t IKGY Rrr, r. 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"W,•..0 ..:Jn.'k""rPY. a✓n.M,wMF M!H...,.pr.,Vw,.w.w,».u'+�� A. r � r � �aajorca � C • A iPi aJS 5+ y.,yy, �'+S ,r"a�'?� M1 601 4' F.q p @ :..eY�. tt! l Ley p p �,.�,,,�qq p,'�N �5 y 4 ,yk c� wVt`�.• � 'MAY Y:q. &+��;,., E�µ�'.M o�e�.;. IY YI l".,�.".,> 4 �f."A. », ., ry";dr.d r. 04e' � R z. f • ,.w,..,,,t.S��x �""��,'it''kr b V�A P'h RM., N"h j � '� ' r �n • q ' '.,.,.,,,,,.... .. .. .. .........•. �.,,.x _....., �,,.....�. ,�y, ^t ... .•c.ry t^t•ro.. Y,r.T'?Irr'i'Y , ir,ln A n� �i.r.�,€.,.v ..., � � �� `Vr"��, TL. Bn '4+ - mr.,a.•�.-rm,,th��.w.^rc.MF:,o...�xxHN,e; t 4 �.�<w.r 4 w�; • Y ,�" �.. ...,.ter, - ° 8 x N/F Wilma Spence 14961592 f—— 3 I a � IP ii S88'1731"E — m ac v 271.35' — Stone Drive L L` — Z '0 E a _ " Z\ ---- s83o,5_0 80.00, 3 L Extend': ockad o Q o- o Ste h o 0 639 0 Dec 80.00, ence _Fnd 2 s y wjf sn COWC N8305,00"w ASSES o m n 0 IlIng CKQsl—cC.K/S o -0 Mat _ a < -(► 3 ts' rEnclosed ��V b?c�t H�° v QVEHI 0 0 Porch ° E o _ o a AP Aq 0 t o N ^v 23,855±SF \ aB•` n 0.54±AC 3 0 I'll m m O Z ao n o -o p Area z ^ Proposed N _ �v W N V � m � Fran t Addition .................. ........ ..... ....: Post & Wire Fence Pi U 192. 6 S88'38,09,"W N/F _ Barbara Lewis Weed & Julia Lewis Place 175071182 ° ' Note: r Washington 1.) The structures shown were located on Ave the ground by conventional survey methods on (or between) 13/JUL/10 and 02/MAR/15. 2.) The property line information shown hereon was compiled from available record information. 3.) This plan is not for recording and is not to be used for construction layout or deed description purposes. O 15 re or: Notes Revisions: Sc. sheet title are Plan Showing Proposed Additions CapeSury p Mark Freitas See Above 104 At 639 Scudder Avenue 23 WesttBo%e d, Suite G 10 Spring House Road - °c Barnstable (Hyannisport) �/]a$$ Greenwich CT 06831 (508)420-3994(508)420-3995 fm W it capesurvacopecod—t l �� _ 1130 1a�s TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel L Application # �G r56 a Health Division Date Issued Conservation Division Application Fee Planning Dept. Permit Fee 5 23 I •5 o Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address V�Swva&,- kj' Village 49L � s Owner Addres-A0 �' u Telephone Permit Request aRt'ZL F'o(Tai4s o Square feet: 1 st floor: existing proposed �2nd floor: existing proposed; Total net Zoning District Flood Plain Groundwater Overlay , �0 0 yU Project Valuation �a Construction Type W000 4U, Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting dbcurntation. e: Single Family y� Type: g y '� Two Family ❑ Multi-Family(# units) �" Dwelling T Age of Existing Structure qs+ Historic House: '(Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bebrooms: 3 existing _new Total Room Count (not including baths): existingnew First Floor Room Count Heat Type and Fuel: d Gas ❑ Oil ❑ Electric ❑ Other d Central Air: (;&Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name nOC��l1 IYd� �` Telephone Number SN—Li Address LAW I License# d L4 Z4 7—I r 11 � t 07 Home Improvement Contractor# Email Try ��'�,1711h Ir N�� Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TOE &Ml�"of1��1 DATE SIGNATURE Z, j wf. t. FOR OFFICIAL USE ONLY J APPLICATION# s DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE 'f OWNER S r } DATE OF INSPECTION: FOUNDATION FWA J 1�9 S 0 K 4 FRAME �� "7 As oK s�a� v ow�Y INSULATION - FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING GATE CLOSED OUT ASSOCIATION PLAN NO. r. Mark E.Freitas 201 El Vedado Road Palm Beach,Florida 33480 April 22,2015 j i Building Department ! Re: Proposed Addition to Mark E. Freitas Residence at 639 Scudder Avenue,Hyannisport,MA 02647 I authorize Scott Goldstein of SG Custom Homes to make an application on my behalf for a building permit for the above referenced location. Sincerely, f p: 4 27te Commonwealth of Hassathusetts - Deparftnmt o,f 1iaidmtrial Accidents - Office of nvesttgaiions• 600 Wayhingtvff,meet Boston,,MA 02U1 i�mm raass.got-ldia Workers' CompensatianInsumnce affidavit:$uEilders/Contra:ctors/Me-ctriciansMumbers nt Information Please Print Legibly Name giUS asl61Puization&dMduai7: U I Address_ Am65 LA,4,j-o vN to City/Stat&Zip Phoneme �- �a mployer Check appropriate bow T : of o"ect r to er with 't- ❑ Iany a ge�al ctmtractor and'i 3'Pe �' J ��= P Y * 3xa�e hired.tbe sutl-caatraciars. 6 ❑Mew tx�nshzrc#ioapyes(felt and/or part-bme)- 22.❑ I am a sole proprietor or partner listed on the attached sheet Remodeling ship and ha<<e no employees These sub-contractors have 8-t Demolitoa wodl ing for me in any capacity employees and have workers} 9- 0 Building addition U9o:workers' comp_inettrance comp.insaran F 1 5_❑ We are a corporatimand its 10..0 Electrical repairs or additions Wired-] 3_❑ I am a homemmer doing all work: officers h -m exercised their 11_.0 Plumbing repairs or addition& right of tioa per MOL myself.[No workers, _ �'mP p 12Z]Roof repairs :t mirance required-]t e_ 152,§1(i%and we have no �l [Na workers' 13_�Other comp_insuranm required:T *1Yay aPplixaat that checks boa-gl toast also fill out the suction below showing ibeii waders'doa]pem-atian polio iUfbraMti0 Hnmeawnets who submit this sffidsvit indtcstitt9 they are doing all in A and then hire outside cantxsctors mast submit a new affidauR indiicatin surh_ rGoutxactors that rhxk this bcx must attached an additional sheet showing the nmme off the sttb- and state Whether anaot these m6 yes have eglayees. Ifthe sub-cnntsactars have employees,they must pxuvide their wank—'tomg.Policy numb - lam an employer#Timis prm UL-tg workers'compen=dan irmirauce far my a mplayem Heloty is Sic pa7icy anal job site znjorwiafiar� J, . 0 Insurance CompauyName: + / Poli,cy:ff or Self in:s.Lie-4: Lj f. I —3 I,S" D�7USc) � Fxpiratson.Date. 44 o-v��U 2 — '� 4VE Job Site Address I Af#aclr:a copy of the workers'compensation policy declaration page(shoving the policy number and exrn-ation date). Failure to secure coverage as required under Section 25A of MGL c_ 152 can lead to the imposition of-criminal penalties of a fine up to S1,500-0 and/or one yearimpri'souznmmt as well as civil penalties in the fam of a STOP WORK ORDER-and a fine of-up to S250.00 a day against the violator_ Be advised that a copy of this statement maybe forwarded to the Office of Investigations of N DIA for insttsa ce coverage verification_ Ida hereby c�rti re the ns idppenaZties o: ury thatthe in orrttatian prinidRd abau¢is.hua. nd correct Sienata e: ' / Bate: 2 �— Phone i# IS u Use y. , City or Town:. PermitUceuse 9 Issuing Authority(circle one): 1.Board of$ealth- 2.Budding Department 3.Cityffown Clerk 4.Electrical Inspector S.Plumbing 1mvpecter 6.Other Contact Person: Phone#r 6 v ' information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees. Pursuantto this statute,an ernployee is defined as"__.every person in the service of another under any contract of hire, express or implied, oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer;or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth,`-or auy applicant who has not produced acceptable evidence of compliance with the insurance.coverage requi;ed." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants , Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractors)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners, are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Indugir-ial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit I1_e affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Departrnent of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant Please be sure to fill in the pennit/license number which will be used as a reference number_ In addition,an applicant that must subinit multiple perm-itllicense applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be.provided to the applicant as proof That a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or Comm ercial venture (Le. a dog license or permit to bum leaves etc.)said person is NOT required to complete this affidavit The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth of Massachusetts , Degaitnent of Industrial Aceide is Gffjee of kyestiotxans GGG WashiDZaa Stz,(-,et Bastan,MA 02111 Revised 4-24-07 Fax# 617 727-7-149 www.mass.gavfdia • . 4„ Barnsta E �„�,�= Town Fof igsiorl Comm BARNSTABLE: .o1 �`� Historical . . Tovmn ®f Barnstable aoe artmen BARNST OWN CLERK Growth Management. pa t Barnstable,Histodgal"Cort mission 4 www town.tiamstable:ma.usthistoricalcemmis'sion ��1��''1AR'16:Pt 3i 1 NOTICE OF INTEhIT TO DEMOLISHA;.SLGNIFICANT:BUILDIN�'s Date of Application Full:Demotion- VPartial Demolition. Building Address::- Number Street �, E? Asse'ssor,'s Ma # Zr`b> -Assessor'i Parcel# ' Village- ZIP Property Owner: ' Name r k Phone# • '; I Property Owner Mailing-Address (if;different than building address) Property Owner.a-mall address:.M'EF�,} 1 ��, ContractorlAgent:_ -!� >✓- ' �'162 :+ r.�llG. . Contractor/A ent Mailln Alddress:. :° -� oyt 9 g Contractor/Agent Contact Name and Phone .Name Phone:# Contractor/Agent Contact 64nail address-;:;, Detail of DemolitionP,roposed: Type>of NewConstructlon,Proposed. 1 . -ra Provide information below to assist;°the Commission in making the requ r_ed,determination regarding the status of,the: Building in.accordance witA Article 1 § 112 Yearbe�lt {.� _. : i �AdditionsYearBullt. It?�''t °Q � I C ' Is the`Bulldingsted on the National Register of Historic Places or is thebuilding located in a National`Registec District-? No;; Q," ; Yes O f �.1- �,1 171t.-t =' lt� lh� `-�1':�►�ibt- Ij - - ( l R Property Ow er/Agora Signature May,2014 4 ry e . Tower of Barnstable:Geographic Information System March 19,2015'� 287027' #10: 287033002 287103 287 287158 _ :.: 287034 287030 097 . . 0 83 #558 287035001 #28 #44 #124 M7100 287168 #411 #570 281035002' N pVE: 287031 �#3 #8 �yiyr0 #,106i 287089 287157 287039001 CT AVE A 100 2 87098 z87038 #S , OS1' 068S. r 287 #4S' 287036001 #35. 15` ffi.1. . 101 287093 #58 19 287087 0,26 �}{ES7fR••Av 287039002 287090 287014002 #692 $.. 287047 287013 �� #604 287048 ;' 62,� 2 7W0 Q 287094 �364,11 287092 ® 28704, 2117042, #62S ft1 287,091 287014061: 287011. =287041;. #70' #630` 0628, 287612 .: #4 6269045 fi 287049 # 29708S 1R639 #69 yyASpllfl4GTON AVE TA. :aa ;28708.7y'287086 Rp. �287044 °® 1287088 #33!P#37B 287083 287160 �#56 �287082 :#80 287161 0 24 ` Qy�R287050 19� 287056 #72 #38jiF648 #16 287162 a t� 287081 #48 287079 � 62 28T733 68 287043 0 32 287054 #44' 266032 - t#9 #45" #638 287053'; q V _ r _ 2870 - - pCNu i ". 658 C #4 ' M076 ' t#85; 287165 287076 #25 287137. #71 R1 i� '28T058 T#31 ♦�#5„5. . 059TO 25! 0'T7 µ 287153 287010 15 267136 20 18: �— #50 267154 #41 287008 287�1 #23 287074 #678 ' #43 '#47 #689 28713287072 288033 28 � 287062 tF21,� 287064 2870T0 #707 '287071 0 160 #12 287001002 287004 #68 7 #697 #1108 - 0120 #144 Fe t 036 #692 DISCuuMER&Tnis map isW ptanning purposes only. It Is not adequate for legal Map:287 Parcel:049 Selected Parcel m ~O boundary deteunation or regulatory Interpretation. Enlargements beyond a scare of Owner.FREITAS,MARK E Total Assessed Value'$1263900 1'=1w may hot meet established map acoxacy standards.:The parcel fines on this map' are only graphic representefions of Assessor's tax parcels. They are not true property Co-Owner. Apeage:.0.56 acres_. Abutters - boundariesand do notsepresent accurate relationships;o physical features on ttre map Location`.639 SCUDDER AVENUE Buffer such as building tocalfona .. .. yamy • .: - Existing Right.Elevation —e ui y ` m� } ..0 t � E N •N: G!F � . � +n # S £0 3 u :T { 1 f. .. t ''� °� 3 '� 7,..' S'g•�' ��," _- - . '�w�x Y"'.. �' �.p ,fir j � �ti- ,lopl11 t.��a��s �.f�r�►��.. ,u A#.w11L7N�r�w=.*� ,,.*, „b,. ...,.�� '^�awr. °'W fa :.. / /Jt �# +�ws.a►i�ser�r ��w,• ri��F �e e��www��• �:. "*.a'..:�''S��#.„.,. ti....,f,�„e,,,;� .d R:A rt"'". !Lw .�,: 7w+'i"��'�"'w,,,' „�''"�' 7\U!\-�►f M'IM Y'1M 3 y �,C��'' $.b � •. •\Lti�w� w\Mwlww�wwww.�ww,we-,., - r- ��. w{,yr5'�«'� k�. !; # 7slrww wwwwcw�w:wwwwwwwwap; f ` -,•,y.�--ena.pw'a. w.r�y.,.p�w-'Yf•a�r"a"`Cw. r'6rr" w �vT�r.�+e, W.a'aM�^�'+r+�' '. nnrp.,yd+. M..'6` ` Existin Right Elevation g o �r r LU 'ram E .mU Am re y u C a N s 4 � _ a - -t b d 4 s, r � - Existing Rear Elevation µ r } in LJJ L6 1 � :1 � E T L �Y9! i £ m ; 11-4 1�.11�MM�• � " 'tl i � ' :t t� Existin lei lit Elevation . g. g a sAl, q� 3` r 418�'�. ^ '. ill t: rP6 l� �"£aR.�'��"�'+ RE.A r^ t ' �' , �m�• 'r � F ,awk � �at..,�,t^ Lu LC) _ � try b r�iLU �'^ F � � � �. �.� �� .�a� �g ,� ,,w � ate• � c ry s �j * :. .. •k� # !'�.: � ,•; ." " --ems..-- �..f_n 411 lu€ �F F- w..; V" C s, ins ' Office of Consumer Affairs&Business Regulation ----I- IPROVEMENT CONTRACTOR egistration: 100014 -Type: 61812016 Private Corporatio REMODELING PLUS,INC Scott Goldstein 37 Amos Landing Mashpee,MA 02649 Undersecretary Massachusetts -Department of Public Safety Board of Building Regulations and Standards �•#3i7e"e6:sseitia: '�u�tie?'39!a �' ��F��s?$"r�� C3-042629 License: SCOTT A GOLDS U -37 A-MOS#-AN4pMzwil MA-WEE MA 0264b - r • Expiration Commissioner 12/29/2016 ACOIRO° CERTIFICATE OF LIABILITY INSURANCE DATE (MMIDDiYYYY) 04/22/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. -ff;RPORTANT:if the ceitfficate-holder is an A-DDiTMA-t-INSURED,-the policy(les) must-be endorsed.It-SUBROGATION 7S-WAIVED, subject-to the terns and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER Phone: 508-540-6161 Fax: 508.457-7660 CONTACT AME: Bobg Allietta ALMEIDA&CARLSON INSURANCE AGENCY INC. PHONE FAX P.O.BOX 554 ac Ne Ext: 508 888-0207 ac Nc. (508)888-0550 ADDRESS: rallietta@almeidacarlson.com FALMOUTH MA 02541 ADDR INSURER(S)AFFORDING COVERAGE NAIC# -INSURERA Western World-insurance Company INSURED REMODELING PLUS INC. INSURER B :Amguard Insurance Co C/O SCOTT GOLDSTEIN INSURERC 37AMOS LANDING ROAD INSURERD: MASHPEE MA 02649 INSURER E INSURER F -- COVERAGES CERTIFICATE NUMBER: 30047 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADD'L SUBR POLICY EFF POLICY EXP LTR INSR WVD POLICY NUMBER MM/DD MM/DD LIMITS A GENERAL LIABILITY NPP1374619 12/18/14 12/18/15 EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTED 50'000 X COMMERCIAL GENERAL LIABILITY PREMISES(Ea..re $ CLAIMS-MADE �OCCUR MEI1 EXP(Any one°person,) $ Sp PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 1,000,000 POLICY PRO- LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT (Ea accident) $ ANY AUTO BODILY INJURY(Per person) $ AL'L'OWNED CHEDULED. AUTOS I �UTNO&NED BODILY INJURY(Per accident) $ HIRED AUTOS - PROPERTY DAMAGE $ UTOS (per aaident) $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAR H CLAIMS-MADE AGGREGATE $ DIED I RETENTION$ $ _ WORKERS COMPENSATION WCSTATU- OTH AND EMPLOYERS' LIABILITY W Q�'2 a2/3.111.4 �--213. 'S- .-TORY-LIMFTS -w $- _ r ANY PROPRIETORIPARTNERlEXECUTIVEIN E.L.EACH ACCIDENT $ 100,000 OFFICERIMEMBER EXCLUDED? (Mandatory In NH) N/A E.L.DISEASE-EA EMPLOYEE $ 100,000 If yes.describe under DESCRIPTION OF OPERATIONS below - E.L.DISEASE-POLICY LIMIT $ 500,000 DESCR09MN'UFIDPEPjkMNSTLOCATMMI-VEHFCLES-(Afta(ih A'CORD t09;AdditionalRemaftschedule,'If more space-is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE TOWN OF BARNSTABLE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORED REPRESENTATIVE �j 11 Attention: `— a Bob Allietta ACORD 25(2010/05) ©1988-2010 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD i Tehphone: 508/563-6049 COLONY INSULATION, INC. 28 Jonathan Bourne Drive, Pocasset, MA 02559 CLOSED-CELL FOAM INSULATION SPEC SHEET CONTRACTOR: emwo.1 P-'('JS JOB SITE ADDRESS: DATE: 3 AREA THICKNESS R-VALUE Ceiling s� Cathedral Ceiling Garage Ceiling Basement Ceiling Slopes Exterior W all Garage H se. Wall— Walkout Wall Cathedral W all Blockers Overhang S taiOR isers All R-values and thickness measurements are deemed to be accurate by the following installers: TECHNICAL DATA FOR MATERIALS IS ATTACHED TO THIS F( RM I ThermoSeaC 2000—Product Specification Air Permeance/Air Barrier ThermoSeal fills an cavity~ 3 Y shape p Y Burn Characteristics including all voids,cracks,and crevices ThermoSeal 2000 will be consumed by Spr" xs adhering to multiple substrates such as flame but will not sustain flame upon wood,metal,and concrete creating a removal of the flame source.ThermoSeal 'PhermoSeaC2O00 system with very little air permeance.With 2000 will not melt or drip.ThermoSeal Product Specification ThermoSeal 2000 no additional interior or - 2000 must be installed it rcordance with exterior air infiltration protection is all applicable building codes and a building required. inspectors approval should be requested Product Name prior to installation. ThermoSeal 2000 is the registered' ASTM E283 Air Leakage trademark of SprayFoamPolymers.com for Zero(0) ft'/s.ft2 @ 75Pa(25mph wind) ASTM E84 Surface Burning Properties its 2.Olb high density,closed cell foam Sustained Wind Load Flame,Spread @5" <=25 insulation. Smoke Developed @ 5" <=450 60 minutes@1000 Pa(90mph wind) Class 1 rating Product Description TBD Fuel Contribution none ThermoSeal 2000 is a semi-rigid,partially ASTM 2863 Oxygen Index TBD% g p y Gust Wind Load Test water blown,2.Olb high density @3000 Pa(160 mph wind) VOC TESTING polyurethane foam insulation system blown TBD by Enovate®blowing agent and water AN/ULC 774 Pass SASKATCH which simultaneously insulates and air- rM EWAN RESEARCH seals your building structure. ThermoSeal ThermoSeal 2.0 qualifies as an air barrier COUNCIL 2000 is designed to make homes more as defined by ICC. energy efficient,stronger,healthier,quieter ThermoSeal 2000 must be covered by an and more comfortable.ThermoSeal 2000 is Water Vapor Permeance approved 15 minute thermal barrier or applied as a liquid spray which expands ThermoSeal 2000 is water vapor permeable ignition barrier, approximately 15 times its initial mass and and will allow structural moisture to escape. cures within seconds into a semi-rigid mass. For situations requiring a vapor barrier the A These flame-spread ratings are not ThermoSeal 2000 fills all building cavities use of low vapor permeable paint on the intended to reflect hazards presented by this completely sealing all cracks,crevices,and interior of drywall is an option. or any other material under actual fire voids where air loss and infiltration are conditions. most common. Water Vapor Transmission Properties: ASTM E96 data Compressive and Tensile Strength Technical Data 1.11@ r ThermoSeal 2000 has favorable compressive and Tensile strength properties Thermal Performance Water Absorption for high density foam. Thermal resistance days)180(aged s R/in. ThermoSeal 2000 is water repellent,will Y ) not wick,and does not exhibit capillary ASTM D1623 Tensile Strength 80 psi ASTM C518: R6.62hr.ft2 OF/BTUproperties.Water cannot be forced into the ASTM D 1621 Compressive Strength 35 psi Average insulation contribution in stud foam under pressure because of its high wall: degree of closed cell structure Physical Characteristics 2"x4"=R23 2"x6"=R36 DIMENSIONAL STABILITY Acoustical Properties ThermoSeal 2000 provides greater R value Performance in a 2"x 6"wood stud wall. ASTM D—2126 performance than other equivalent R value 1580 F 100% Relative Humidity,7 days insulation materials which are air ASTM E413 STC Sound Transmission Volume Change <8% permeable such as fiberglass.ThermoSeal TBD 2000 does not lose R value due to wind, ageing,convection,air infiltration or ASTM E 90 Class 33 Closed Cell Content moisture.An R value fact sheet is available ThermoSeal 2000 is considered closed cell upon request. Fungi Resistance foam insulation: ASTM G—21 ZERO RATING DISCLAIMER:Information contained herein is,true and accurate,but all recommendations or suggestions are made without guarantee.Spray Foam Polymers,LLC(SFP)products are intended for sale to industrial and commercial customers.Since SFP exercises no control over its customers appreciation or use of the product manufactured by SFP and since materials used with the products may vary,it is understood that SFP can warrant only that our products will meet our written specifications.Nothing herein shall constitute any warr,�,,,of merchantability or fitness,nor is protection from any law or patent to be inferred.Thermoses] must be installed in accordance with all applicable building codes and a building inspector's approval should be requested prior to installation.All patent tights are reserved.SFP requests that customers inspect and test our products before use,and satisfy themselves as to contents and suitability.The exclusive remedy for all proven claims is replacement of our materials and in no event shall SFP be liable for any consequential,incidental,indirect,or special damages resulting in any manner from the furnishing of the material. PhermoSeaC 2000—Product Specification ASTM D2856 >=90% Viscosity &Weights ASTM D2196 Viscosity A Side ISO @ 700 F 215t35 - B Side Resin @ 70°F 700f 100 ASTM D1475 Weight/Gallon Spr ers A Side ISO @ 770F 10.2lbs p0 Box 1182 B Side Resin @ 770F 9.8lbs New Canaan, CT. 06840 Mixing Ratio By Volume Phone &Fax: 800.853.1577 ThermoSeal 2000 is a standard 1:1 mix http:///www.SprayFoamPolymers.com product. Slightly off ratio can produce slightly heavier odors and foam characteristics.Typically a heavier A ratio will produce a crunchier foam result,and a heavier B Side ratio will produce a spongier result. Electrical Wiring ThermoSeal 2000 is chemically compatible Suggested Preparation&Use with all 14/3, 12/2 and other similarly ThermoSeal 2000 will perform best when coated electrical wirings.For knob and tube gradually climate controlled to 77°F the wiring please seek the approval of your night before application.While local building inspector. recirculation of ThermoSeal 2000 without Product -55e heat prior to each days spraying is Componentt A A- 0 Ibs of Isocynate stored suggested,recirculation of ThermoSeal in a a 55 gallon container outlined above. Bacterial and Fungal Evaluation 2000 in order to rapidly heat the product is Component`A' must be protected from ThermoSeal 2000 is not a source of food not is not suggested and may result in a freezing or deemed useless. for mold,insects or rodents.It has no decrease in catalyst count and product ' nutritional value.ThermoSeal 2000 reduces yield.We suggest starting with a Component B-500 lbs of ThermoSeal 2000 the introduction of moisture,food,and temperature of 1257 and a working proprietary formulated resin Component mold spores into the building envelope pressure of 1000 psi. `B' must be stored between 557 and 80°F significantly more than traditional never exceeding either extreme. insulation such as fiberglass,cellulose and other non-sealants which do not provide an Both components temperatures should be at air barrier. Product Availabilitv 750F prior to mixing and use. Contact Spray Foam Polymers at WARRANTY Environment/Health/Safety 1.800.853.1577 for sales and availability When installed properly be a Spray Foam ThermoSeal 2000 contains no CFC's options. HCFC's,formaldehyde,or volatile organic Polymers authorized representative who has compounds.Following installation there Packaging completed all training offered by SFP,SFP will be a 24-48 hour occupancy window warrants that the product will meet all P Y Products are shipped in 55 gallon open top product specifications outlined in this before the odors,emissions and gasses have steel drums.At the customers request the specification document. dissipated to a habitable level for products may be shipped in 55 gallons open individuals highly sensitive to the materials top semi-clear plastic resin drums. installed. ThermoSeal 2000 is is not to be installed within 2"of heat emitting surfaces where heat dissipated exceeds 185°F. DISCLAIMER:Information contained herein is,true and accurate,but all recommendations or suggestions are made without guarantee.Spray Foam Polyme,<,LLC(SFP)products are intended for sale to industrial and commercial customers.Since SFP exercises no control over its customers appreciation or use of the product manufactured by SF:';and since materials used with the products may vary,it is understood that SFP can wan-ant only that our products will meet our written specifications.Nothing herein shall constitute any warranty of merchantability or fitness,nor is protection from any law or patent to be inferred.ThermoSeal must be installed in accordance with all applicable building codes and a building inspectors approval should be requested prior to installation.All patent rights are reserved.SFP requests that customers inspect and test our products before use,and satisfy themselves as to contents and suitability.The exclusive remedy for all proven claims is replacement of our materials and in no event shall SFP be liable for any consequential,incidental,indirect,or special damages resulting in any manner from the furnishing of the material. REFERENCES: Assessors Map: 287 Parcel: 049 AveDeed Book 202331240 Scudder 9'49"W N06 2 ZONE:RF-1 N01°47'35"W v IFnd Setbacks: i 103.30' v Fron t: 30' Side: 15'_ cP � Rear: 15' cc 60.5' 00 cn i—r F F\ 23,855±SF v 0.54±AC oNo o m J:)ncrete New 2 Found tion #639 `l ti t 2 sty w/f `I Dwelling' of a I 7.6" �I New Concrete cc Foundation o ' I I I 2 sty w/f I 10.20' Carriage House 17.2" 16.49' 1_ 1 I � 1 1 I Crushed Shell (0 I Drive 1 m o I o Stockode I m Fence 99.82' i ce/DH S06 55'00"W 1 sty w/f l I IFnd Goroge I / A*Of U418 William NSF I / P w& Nancy g 0; I / 5584/p90 ved I I Z o a RICHARD R. o o i I pi 0 u L'HEUREUX oo � p� cn p NO. 34312 a o . 1 olo °►sq �a�o �o I I I � I LDH Edge of Pavement l nd 1 S06 55'00" Lafayettew 10.00'Ave 0 PLOT PLAN At 639 Scudder Ave Co BARNSTABLE (Hyannisport) NOTES: MASS, DATE: 161JAN112 SCALE:1"--40' 1.) The structures shown were located on the ground 0 70 20 30 40 60 80 FEET by conventional survey methods on (or .between) 131JUL/10 and 121JAN112. PREPARED FOR: Mark Freitas 2.) The property line information shown hereon was 10 Spring House Road compiled from available record information. Greenwich CT 06831 3.) This plon is not for recording and is not to be PREPARED BY: CapeSury used for construction layout or. deed description purposes. 7 Parker Road Osterville MA 02655 DWG fit:C382_3g1 CPP1 FIELD BY. RRL/MLL (508) 420-3994 / 420-3995fgx Forte MEMBER REPORT Level,Roof:Joist PASSED .software 1 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 @ 12" OC Member Cut Length:16'114" 0 0 �I '—` 16' ' 0 All Dimensions Are Horizontal;Drawing is Conceptual Design Results Actual @ Location Allowed Result,; LDF Load:Combination(Pattern) System:Roof Member Reaction(Ibs) 540 @ 4 1/2" 3506 Passed(15%) -- 1.0 D+0.75 L+0.75 S(All Spans) Member Type:Joist Shear(Ibs) 457 @ 14'9 1/4" 1436 Passed(32%) 1.15 1.0 D+0.75 L+0.75 S(All Spans) Building Use:Residential Moment(R-Ibs) 1962 @ 8' 2269 Passed(86%) 1.15 1.0 D+0.75 L+0.75 S(All Spans) Building Code:IBC Live Load Defl.(in) 0.461 @ 8' 0.763 Passed(L/397) -- 1.0 D+0.75 L+0.75 S(All Spans) Design Methodology:ASO Total Load Defl.(in) 0.593 @ 8' 1.017 Passed(L/308) - 1.0 D+0.75 L+0.75 S(All Spans) Member Pitch:0.25/12 Deflection criteria:LL(L/240)and TL(L/180). Bracing(Lu):All compression edges(tap and bottom)must be braced at 4'13/4"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. A 15%increase in the moment capadty has been added to account for repetitive member usage. Applicable calculations are based on NDS 2005 methodology. Bearing Length Loads to Supports(Ibs) Supports Total Available Required Dead we Snow Total Accessories 1-Beveled Plate-SPF 5.50" 5.50" 1.50" 120 320 240 680 Blocking 2-Beveled Plate-SPF 5.50" 5.50" 1.50" 120 320 240 680 Blocking • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Dead Floor Live Snow Loads Location Spacing (0.90) (1.00) (1.15) Comments 1-Uniform(PSF) 0 to 16 12" 15.0 40.0 30.0 Snow — ILEVEL`NOteS I?SUSTAINABLE FORESTRY INITIATIVE iLevel warrants that the sizing of its products will be in accordance with iLevel product design criteria and published design values.iLevel expressly disclaims any other warranties related to the software.Refer to current iLevel literature for installation details.(www.iLevel.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.iLevel products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator 14 • S 7 i�4 co Forte Software Operator cob Notes 2/8/2012 8:20:09 AM =r[Ft David McLean 4 639 SCUDDER AdWU V1O1t Vd r�¢ j iLevel Forte v3.0,Design Engine:V5.4.3.2 Falmouth Lumber i HYANNISPORT MA (508)548-6868 davem@falmouthlumber.com Page 1 of 1 "figure 19: Ledger Bard Fastener Spacing and Clearances typical spacing I i C' .a —ate a 5 2'- stagger fasteners typical i �, in 2 rows "CO [L 0 'C lag screw;,thru-bolt: anchor with washer .hru-Bolts diameter of/2". Minimum embedment length shall be Chru-bolts shall have a minimum diameter of/2". Pilot per the manufacturer's recommendations. All-anchors soles for thru-bolts shall be 17/32" to 9/16" in diameter. must have washers. Phru-bolts require washers at the bolt head and nut. Lag Screws expansion and Adhesive Anchors Lag screws shall have a minimum diameter of/z" (see Jse approved expansion or adhesive anchors when MINIMUM REQUIREMENTS). Lag screws may be attaching a ledger board to a concrete or solid masonry used only when the field conditions conform to those vall as shown in Figure 15 or a hollow masonry wall shown in Figure 14. See Figure 20 for lag screw length with a grouted cell as shown in Figure 16.Expansion and shank requirements..All lag screws shall be installe+ and adhesive anchor bolts shall have a minimum with washers. L•- Figure 20: Lag Screwy Requirements lag screws must be hot } —( dipped galvanized or stainless steel only screw must penetrate I-VT shank length must extend through beyond band board ---- a minimum of 1/2" (no threads.) existing band board Lag screw installation requirements:Each lag screw The threaded portion of the lag screw shall be inserted shall have pilot holes drilled as follows: 1) Drill a'/2" into the pilot hole by turning. DO NOT DRIVE LAG diameter hole in the ledger board; 2)Drill a 5/16" SCREWS WITH A HAMMER..Use soap or a wood- diameter hole into the band board of the existing house. compatible lubricant as required to facilitate tightening DO NOT DRILL A h" DIAMETER HOLE INTO THE Each lag screw shall be thoroughly tightened(snug bu BAND BOARD. not over-tightened to avoid wood damage). EDGER BOARD FASTENERS with /2" lag screws or bolts with washers per Table 5 an, ➢eck ledger connection to band joist.The connection Figure 19(see MINIMUM REQUIREMENTS). Only ,etween a deck ledger and a 2-inch nominal band joist those fasteners noted below are permitted. LEAD tearing on a sill plate or wall plate shall be constructed ANCHORS ARE PROHIBITED. able 5. Fastener Spacing for a Southern Pine, Douglas Fir-Larch, or Hem-Fir Deck Ledger and a 2-inct Nominal Solid-Sawn Spruce-Pine-FIO Band Joist Deck Live Load = 40 psf, Deck Dead Load = 10 pS 1,6,7 61-0" and 6'-1"to 8'-1"to 1�'-1"to 12'-1" to 14'-1"to 16'-1"to Joist Span less 8'-0" 10'-0" 12'-0" 14'-0 16'-0" 1$ Connection Details On-Center S pacing of Fasteners ' diameter lag screw with „ _ „ „_ . "/sa° maximurim sheathing' 30 23 18 15 13 1111 10 '/a' diameter bolt with „ " „ 151sa' maximum sheathing36 36 34 29 24 21 19" V diameter bolt with - 'slsi' rvtaxiirnurn sheathin.and 3611 361 1 2911 24,, 2111 1$11 1611 '/a' stacked washers '8 The tip of the lag screw shall fully extend beyond the inside face of the band joist. The maximum gap between the face of the ledger board and face of the wall sheathing shall be 1/2". Ledgers shall be Flashed or caulked to prevent water from contacting the house band joist (see Figures'14, 15, and 16). Lag screws and bolts shall be staggered per Figure 19. Deck ledgers shall be minimum 2x8 pressure-preservative-treated No.2 grade lumber, or other approved materials as established by standard engineering practice. When solid-sawn pressure-preservative-treated deck,ledgers are attached to engineered wood products (structural composite lumber rim board or laminated veneer lumber), the ledger attachment shall be designed in accordance with accepted engineering practice. A minimum 1"x9l/2" Douglas fir-larch laminated veneer lumber rim board shall be permitted in lieu of the 2" nominal band joist. Wood structural panel sheathing, gypsum board sheathing, or foam sheathing not exceeding one inch thickness shall be permitted The maximum distance between the face of the ledger board and the face of the band joist shall be one inch. Fastener spacing also applies to southern pine, Douglas fir-larch, and hem-fir band joists. � 0 r NEW HOUSE SUB If Submitted By December 16—December 29, 2010--------------- December 30 - January 12, 2011------------------ January 13 -January 26, 2011--------------------- e January 27 —February 9, 2011--------------------- February 10-February 23, 2011------------------- February 24—March 9, 2011----------------------- Match 10-March 23, 2011------------------------ March 24—April 6, 2011---------------------------- April 7-April 20, 2011---------------------------- April 21 —May 4, 2011------------------------------- May 5—May 18, 2011------------------------------- May 19—June 1, 2011------------------------------- June 2—June 15, 2011------------------------------- ® ® ® Engineering& ROBERT M. DE5R051ER5, P.E. Design Ca, inc. Consulting Engineer 508-946-3561 155 East Grove Street • Foot Office Box 649 Fax 508-946-1653 Middleborough, MA 02346 February 23, 2012 Project No. 2012-050 Mr. K. Marshall Works Archi-Tech Associates Inc. 6 School Street Cotuit, MA 02635 Re: Design Review of the Framing Members of the Flat Roof of the Renovation to the Existing Structure Located at 639 Scudder Avenue,Hyannis Port, MA Mr. Works You asked me to evaluate the revised flat roof primary framing configuration for the renovations to the existing structure at the referenced location. You have prepared and provide me with plan SK-I Dated February 23, 2012 for the revisions to the project at the referenced location. The family room-ell addition was constructed with a conventionally framed flat roof that consists of 2x12 rafters spaced at 12"on center. The rafters are slope cut 1/8"per foot to allow for drainage and a rubber roof membrane has been installed. The as built plans you have provided me show the rafters are supported by the existing structure along one side and are attached to the existing structure via a ledger board and steel joist hangers, The exterior ends of the rafters bear on and are supported by the exterior wall framing of the family room. The rafters span approximately 15' and support a portion of the tributary loads from the imposed roof loading. I have reviewed the rafters as well as the slope cut, in my view, the rafters are within the acceptable coed criteria for the code imposed loading conditions on the roof system. The steel beam supports apportion of the tributary load from the roof, attic, second floor and family room roof framing. The maximum unsupported span of the steel beam is approximately 16 feet. The W 1 Ox22 that is shown on the as built plans, in my view, is within the acceptable coed criteria for the code imposed loading mentioned. The roof rafters and steel beam show on the as-built plans are consistent with the requirements of the Building Code, and if constructed according to good construction practice, the roof rafters and steel support beam, will meet the structural requirements of the Massachusetts State Building Code, 8th Edition. If you have any q rding this report,or if you require additional information, please do not h .16 OF RobER'l M Regards, r_ of chael R ruRAL ` Shaheen 2- TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel Application # 0 [ 8 Health Division Date Issued Z Z l Conservation Division Application Fee Planning Dept. P- • o • Permit Fee S�� el ( Date Definitive Plan Approved by Planning Board Historic - OKH_ _ Preservation / Hyannis�[ t Project Street Address �3� -,awOv T yp, . Village �QA00i& PVT Owner �� FP-r_)1A 3, r Address.�M •Se Ub �ijc- IL4rioI s Poi-T /'VI Telephone 1 Permit Request Jinn, " VIA 0111in GUAI_!� 41 v0 SS t ��rr rvr Square feet: 1 st floor: existing proposed s ' 2nd floor: existing proposed Total new �ST Zoning District Flood Plain . Groundwater Overlay Project Valuation Z Z()1 UGC Construction Type WWJ Lot Size ��`� � S4 Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family W Two Family ❑ Multi-Family (# units) Age of Existing Structure 106 + Historic House: aYes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: dFull 6Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) - Basement Unfinished Area (sq.ft) Number of Baths: Full: existing t new it Half: existing new Number of Bedrooms: " _ existing Z new Total Room Count (not including baths): existing new_ First Floor Room Count Heat Type and Fuel: Gas ❑ Oil ❑ Electric ❑ Other Central Air: i&Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage:13�existing ❑ new size__Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Oth`erq,! P B Zoning Board of Appeals Authorization ❑ Appeal # _ Recorded ❑ P '' 9 Commercial ❑ Yes 05No If yes, site plan review# Current Use Proposed Use _ - - APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name4414464JIULS 5tt, Telephone Number WX` yON62-Z Address -� &hO� License #_ /�(QZ7 Home Improvement Contractor# Tr- Gci o xf oo Worker's Compensation # (JJQ/1'31S_270b91-0Q0 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO A&&oo- SIGNATURE DATE I Z. I t FOR OFFICIAL USE ONLY . ' i . rt R APPLICATION# f DATE ISSUED f MAP/PARCEL NO. t `.t w ADDRESS VILLAGE y OWNER ` DATE OF INSPECTION: i FOUNDATION FRAME &2OL?6jg cgbzh-ph?_ INSULATION FIREPLACE K ELECTRICAL: ROUGH FINAL e PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING 4 �g "S DATE CLOSED OUT ASSOCIATION PLAN NO. k r 1 The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 www mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Blectricians/Plumbers Applicant Information Please Print Le 'bl sin Name (Buess/Organization/lndMduaI): ` 1 0 f/ �►� hk IC . Address: t City/State/Zip: dil�o _ Phone#: Are you an employer? Check the appropriate b z: 1.❑ I am a employer with am a general contractor and I Type of project(required): to ees full * �. F Y ( and/or part-time). have hired the sub-contractors 6. ❑New construction I am a sole proprietor or partner- listed on the attached sheet 7. Remodeling ship and have no employees These sub-contractors have working for me in any capacity. employees and have workers' g' Demolition [No workers' comp. inattrance comp.insurance.$. 9. Building addition 3.❑ required.] 5. We are a corporation and its 10-ETElectrical repairs or I am a homeowner doing all work officers have exercised their p additionsmyself. [No workers' comp. right of exemption per MGL 11.❑Plumbing repairs or additions insurance required]t c. 152, §1(4), and we have no 12•❑Roof repairs employees. [No workers' 13.[]Other comp,insurance required} . *Any applicant that checks box#I must also fill out the section below showing t Homeowners who submit this affidavit indicating they are do' their workers'compensation policy infnrmatioa, tContractors that check this box mast attached an additional sheegt side c howing the name of the s hire ub, ontrae CtOrs mull ors and state submit tR n w noft those entities indicating employees. If the sub-contractors have empioyoes,they must provide their workers'comp,policy number, I am an employer a&is providing workers'compensation insurance for my employees. Below is thepoficy and 'ob site information. 1 Insurance Company Name: LI�JQ,� VhV`r(&iV1 Policy#or Self-ins,Lic. e/ oo h On Expiration Date:. iZ I 8 f 1 Job Site Address:_ 39 S"hi J4& City/State/zip; Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL C. 152 can lead to fine up to$1,500.00 and/or one-year imprisonment, as well as civil p the imposition of criminal penalties of a enalties in the form of a STOP WORK ORDER and a fine of up to $250.00.a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the or insurance coverage verification. I do hereby certify u er the p atXNnabjes afP e 'u that the information provided above is true and correct, r! ry Si tatre; Phone#: Official use only. Do not write in this area, to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): L Board of Health 2.Building Department ,3. City/TownClerk 4.Electrical Inspector 5.Plumbing Inspector 6. Other p Contact Person: Phone# . Town of Barnstable Regulatory Services • ry • 1ARNBTABI.E, f +es Thomas F. Geiler,Director Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.maxs Office: 508-862-4038 Fax: 508-790-6230 i° Property Owner Must Complete and Sign This Section If Using A Builder as Owner of the subject .Property hereby authorize[ Ui gSI/�U to act on my behalf, in all matters relative to work authorized by this building permit. 3 9 IU� %i- (Address of Job) *Pool fences and alarms are the responsibility of the-a applicant. Pools s are not to be filled before fence is installed and pools are not to be utilized until all final inspections are perf ed and accepted. eld Signature of Owner S tore 0 pplicant Print Name Print Name Date i Q:FORMS:O WNERPEF MISSIONPOOLS �714E nn, Town of Barnstable Regulatory Services BARNSPABLE, Thomas F.Geller,Director 11tA99. 9`�A i639. •��A Building Division lfD Mp`l Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is, or is intended to be, a one or two-family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner.. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official, that he/she shall be responsible for all such work performed under the building permit (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable.codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1 -Licensing of construction Supervisors);provided that if the homeowner engages es a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used P g ed b Y Y several towns. You may care t amend and adopt such aform/certification for use in your community. Q:forms:homeexempt t trtFztcitt of public Safety 11i, tcttu�ctts nLl' r ��Re��tEl.ttion�;utti Sttnitrird� � Bt,.0 tl OfBui (Iin rui:sor Liceose construction Svpe License: CS 42629 x SCOTT A GOLDSTEIN : 37 AMOS LANDING RID MASHPEE, MA 02640 Expiation: 12/2912012 T,-: 6210 {`,!i{uxil;i��xer aadUSew 6ti9Z0 Sowd L£ ��taiaaslaP°R 6ulpue� ulalSpl°E) 1100S �NI Sn�d vq SNi�340 uol;ejldx3 � : Z1OZI819. S1581 T � a;enud 4L000�° :uol;e�; . of;etodtoO �?l'i 3W�H :adh.L �ya1Noo 1N3W3n o �}O aa� 3utnsuo S 2 � n%a 53u /JoILV451 JOB F c -ro.. 5 AV T! TAYLOR DESIGN ASSOC., INC. SHEET NO. L5.., OF P.O. Box 1313 Forestdale, MA 02644 CALCULATED BY Gr DATE Tel./Fax: (508) 790-4686 CHECKED BY /�1/4• 1� QrdV�!( SCALE 4--f-ALVA -1 c a bC..a. e'c .......... ..._ C_�.o�to�_` ,3: as _ _ d....._?'R . z.- _ ... ..I4 S. . 6� 141JYJ had of. S2,41 's -A-A 4AAAAA — 74-1 KTA K4 1.4 t t t: Lttt.��::L 11� I i 1 1 1�. ®: 4WIJ IL L.. ..... ....... L"Al FROM:1'0:1F084771522 12/06/2.011 13:36.12#2648 P 001/001 �►�C ERTIFICAT°E OF LIABILITY INSURANCE GATE{MMJUDPr1 �- �ia/bl20iz THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER, T141S CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES I OELOW- THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER($), AiTPORi2,t;D REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT. If the eewwifleate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. It SURR00ATIO14 IS WAIVED,8utsj93t tG the terms and enndltions of the pollicy,certain pa➢icies may require sit endorsement: A statumunt oN this certificate does not confer rights to iha certificate holder in ilou of such endorsements. PRODUCER tEpYah MCL`gTfl1].Ck Waiquoit Insurance Agency PHONE ,SGB}54G 19I9 _--- ('AX •"!i'9%as1.:lhi — 1Fdt,gyp. S16 Wraquioit Highway ) �n2E1CCprS03C➢Ci§2RC-40=R1aCJU�LO{1LLAFAC@.COM INSUREIYS5�AiipHDING LCVERAGN. waquoit I+IA 02536 �------------ utSURERa. ZitkriCh 2nQTaranCe Se,rVi-Cea�__—._— I J.W. Builders, Inc. INSURER a C; r.,...:....,.._--.-... 387 Mon.omoscoy Rd INSMER0 I168t3S1�1$B AiA 02649 __ COVERAGES _ _ CERTIFICATE NUWiER:CL'1112601369 REVISION NUMHE_R: TTHIS I$TO r1ERTIFY THAT THE PCI.tr.;IIES OF !NSURANCE',.1STED BELOW HAVE BEEN ISSUcO 10 1'HE INSURED NAMED ABOVE FOR THE POLICY r7j' 1} � MOIG'ATED NU'TWl7'Ii.!TRNI::44(d ANY RF,iUIR,,-MENT TERtd OR CONOITON OF ANY CONTRACT OR OT?jL-R DOCUMENT Wli'H RESPECT )'0 VVHI>i 14i CER'TIFICATF MAY BE.. 186UED OR,MAY Pi:.➢2 NN, THE, iNSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE PERMS, EXCLUSIONS AND CONORiONS OF 'UCH FIOUC E5.LIM11S SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR I ----. —��a--T1ttri >tl ( -, .—_._ POLICY EFF i*EiLICY E a LTR TYPE.C€'NSUAANCr_..._. _._ .. PGIiC'r NUTABEti rr r ,Tv----- LIMITS I UF'.NCkAE.LIAWLI"Y I - FACH QCCunaErCE I f:UdAMr't;•nl.Gf:Nr W+L I.!AF IL Tx I Pf r��y�c,,,`,,I t �.,.` a t �.�—J-,Lr.l d;i•i.UOF L �.-t:.C,�4 } ; I r HcC C1;P IA•.ty ur,2�nrd }.__ t —._�.—_.._ — —`---.—_-------i i { PERSONAL 8 ADV INJL:RY $ _�.._.....___ 1 1 nt t Ec ATC a r?L! t I r rj.Y — 1;pMD'fNED ANGLE 1.4hilT ® AI„4MC@I,.E LIABILITY r n• ANY AU'[i I` I Hl1UIlY RIJi1�'tYu;.frrpr4 5 �;AI.(()✓uNE1? i—I'.,t:�flUULEU 8rJ0ILv!N.;il FtF'tVer SCC, anl; t• 1 FROPt-W Y OAiAA EE — FIRFt)hU'US An'rJS j UMBMELLA 1_IAB �� EN'.; ?CCUNRFh,,E F E%Ok 4R EXCESS 1AE3 t \4-0`i-Mr+:t_ _. � I I -DEC RLTC.tiTION II - t A i WORKERS COMPENaAT*N � � 1,11C STATU- O II I AND RMPL0YER$WAI5if.TV V r,N ANY rnCrPlr7(�R,rrrR N IvEn:E •TsVE{"""'l I I j �07/2 EL Er�4�PG R ENTNIAIn7/ 6.`ZC: olRC s C� I A3e EA[�MFLOYLf s _— t001ilJ(tJ if im de3.t,ba u de V i r CRIPrIOV Of OPERATION1i LnIY�. F.L.Clde•A4E�oULIC r_JslT S :00, I 1_L� DE5C R:PT I-ZJN OF OPQRATION511.0CA r i 0 N S I VE Nl l` :Attach A•:Ortz)9C1,Aa ltluna!FIUTafM1 Schaclula.if nwa 6Aace Is req.ltaU) i t 4 CERTIFICATE HOLDER CANCELLATION_ (50 8)47 7-022 SHOULD ANY Of 74F.A30VE UESf:MUEJ POLICIES BE CAACELLEu SeVO�tC`�i THE SHOULD DATE THEREOF. NOTICE WILL BE DELIVERED IN RMOLtDING PLUS INC ACCORDANCE WITH THE POLICY PROVISION:H- 3 7 AJ40 S I,,AWf liG tr,OAD MASHPEE, mA 021549 AV1110RIZED REPREESENTATNE ACORD 25(2010105) 19-1988-2010 ACORD C600RATION. All rights raawrved. INSA2r; u)Lc;.o) The ACORD nart)s and logo are vag➢atered marks of ACORD CERTIFICATE OF LIABILITY INSURANCE �12/4/n /9/201UDD1 - _ THi5 CERTIFICATE iS iSSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER,THIS- CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AtlYEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUT14ORIZEC ` REPRESENTATIVE OR PROCUCER,AND THE CERTIFICATE HOLDER, IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the pofty(los}must be endorsed. If SUBROGATION IS WAIVED,subject to the tamis and conditions of the policy,certain policies may require an endorsement. A statement an this certificate does not Cantor rights to the Certiflr ate holder In Ilea of sucli endorsement(8). PRODUCER -� " Zack Lynkievict Murray 6 MacDonald Insurance Services, Inc , aHONE t5A8)5A0-2�OA �- jc,Noi;c50eIZSS1-®111 -.- 5F,O : cArthur Blvd. - -- ___a lt;3URER!S►AWFGRCING CD4±BRAG@ �—j_NAIL d Bourne Kk 02522 -"_-�INSURER AA- rbella Pratlaotian Insurance --�4136.0 1N8URED iNSURERB:echnolacy_InS3 CQ Colony Insulation lane, INSURER Ci -- 28 Jonathan l3curne Road INSURER 0: -�� -•--_— 1 Poca�sset lam, 02559 �_ -- �asuAER F; _ COVERAGES CERTFICATE NUMBER:11••12 Master GL REVISION NUMBER-. THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE TEEN ISSUED TO THE INSURED NAMED ABOVE F CR THE POLICY PERICC iNDICa.TEC,. NOT 7143TANDING ANY REQUIREMENT,TERM OR CJNIOITIO'V Of ANY CON7R4CT OR OTHER COCUMENT WITH RESPECT is IAIHICH THIS CERTIFQA.TE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES OESCRiSED HEREIN Ifi SUBJECT To ALL THE TERMS. EXCL.iJSIONS AND CCNDI'IONS OF SUCH POLiCIFS.LINKS SHOWN N,AY HAVE BEEN R_D JCED BY PAID CLAIMS. TYPE OF INSURANCE ! ° SER WV POLICY ICY NUMBER -- IM F fDOtYi'YYl�J�'YrYS� UMIS GENERAL LIABILITY �`-�� ! �� I T � LEACHOCCU RaR DEfN6iE - ._- S 1,000,0()o 0,A 0( X CO.NEIALGEN=Pr.L,A1LIT' A ocwR S� A xOCCUR P I l pERsouKLaAwiN,uJRY $ 1,0OO,OA4 I 2!NERA.L AGGREGATE S 2,000,000 GEN'L AGGREVATE Mirr A?PUPS PER: I i pP,C,DUCTS•C:QMP/Qp A313 a 2,000,000 X. POLICY -- i AUTOC9061LE LIABILITY C � L UM IE_aaa=a I--_1.000 000 A ANY AUTO XLED BOC;`Y IN„URY(Per prsan) AUTOS AUTOS4969240000A OWNED L 8/20i2 ROLYINJURi IPereodden f) $S X AUTOS ��H,REDAUTOS NON-OWNED-OWNED ----- j a o _-RT�D MaA., -$ i Urdarinsu,ga_ �olarlel Bi�v�calt_L_ 20 60 000 x.I UMBRELLALIAB 0CCURAPNOR 3�--' 000,000 EXCESS LiAe $ , A1 CLAIMS-MADE j 'A'rCREGATE ^-- B ED RETENTI S 5.4,1:0 46GCO28429 8/19/2v1 I8/IB/2032 — ANDEER8 COMPELI A RUT ANOEMPf..QYEft8'LIA9IUTY YiN I I I - - _—,.•_ ANY PROPRIETORIPARTNERIEYECUT'VE'i-� j QF'FICERAliE SER ExCLUDEC^ W.A I i E.L.EACH_P.GGDEN-. +S 500 000 ,4tAandatory In NH? I ---- j---- 1'^rC3295Q87 8/18/2011 8%16/2112 tr es.descdhRsunc«� I � rl CISEkSE-EA: S �00�000 yy -._ _ DESCRIPTIQN Ji-'.iPC ATIQNS b'•Imn ."L.DISEASE-POLICY LINN- S 500 000 DE:+�R4PTION OF OPERATIONS i i..CC CLES 1AAt rn ACORL 101,Addidanal R9marks 3cnadule,if morn space is required', Jab: 639 Scudder Avenue, Hyannis, kA CERTIFICATE HOLDER � CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ROMOdeiing Plus, Inc. ACCORDANCE WITH THE POLICY PROVASIONB. Scott Goldstein I 37 Amos Landing Road AUTHORIZED REPRESENTATIVE Masfiipee, MA 02649 , _ C T?inigan, CZC, GItMi C AC �alunr�� yua ORG 26{2010f06) 61988-21) P.CORD CORPORATION. All rights reserved. INS026 r1ni(imi Pi Thcs Ar'rinn nsrna nnrl ir9nn ate ranla6arprt markc of Ar.nRr1 TOOZ `O1ZE1,'IISN.I A1110I0;) LTT9t'951309 XVA TZ:Rl TTOc""i60!Z{ DATE ACCORD' CERTIFICATE OF LIABILITY INSURANCE �;VQ6 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDEF TwS CE.RTII,CATS DOES NOT AFFIR1071VELY Oil NEGATIVELY AMEND,D, M- END OR ALTER THE COVERAGE AMROED BY THE POLICIES j BF-£-OW. THIS CERTIFICATE OF! IWIRUR.ANCE DOES NOT CONSTITUTE A CONTRACT 6E'1WEEN THE ISSUING INSURER(S), ALITHOMIZEE) 1 RE€'RE5ENTAT?VE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: 9 tita cariitcsts rAtlar is an AQUITIONAL INSURED,the policy(ies)must be endorsed. if SUBROGATION 15 IWAIV Q,sut1l�t ta� the Germs and condifijuns of the policy,certain poffcies rrldy regtdre an endorsement. A St'at€m©nt on this urtiflczte dues 7IDt confor rights to tho ! cartlfcate holder in IieU of such an66rsatnent(Q. 1 �I�s;uarxR "' . Er!ca H Q'Connor HART iNSURANGE,dr3EiyCY,INC- Pwor:W _ - 24.3 MAIN STREET I. (508)769-7326 �.NAt: 5U8j?55"7?c5 -- IO BOX 700 BUZZARD'S SAY,MA c25324900 iNSUREatSy AFFOMINf COVERAZE __ __ mts,pm a: SAFETY INSURANCE COMPANY � 5945aJ 1?dwq C Jor&7'h3_n F 538k.Unn d03 Ba=kslon Plasierirg I WSURER B. HARTFC)RD CASUALTY INS COPO Box 665 I sul c: 1 PAo:ILlnent Beach.MA 62553 -- -----------"--�----------w� COVFRA-GES CERTIFICA_T E NUMBER: _ REVISION NUMSER: _ THIS i5 TO CERTIFY THAT TwE POLICIES OP INSURAN',Z LISTED BELOW HAVE BEEN ISSUED TC THE IhSJRE NAIv.f~".)ASOVF FOP THE POL r,.Y PER10i''�� Iy01CATED, 1`40)W+THSTANDING ANY REQUIREPf ENT TERh1 OR CONDITION OF ANY CONTP,AGT OR OTHER DOGUMENT WITH RESPEvT T.7 WMCH IHIS CERTIFICATE MAY BE I•SSUc^OR MAY PFR.AIN. TNC INSURANCE AFFORDEO BY THE FOLIGIES DESCRX-F-0 HEREIN IS 3J8JFCT TC:ALL T 1E FR1IS. EXI_LUSIOMS AND CQNI?MONS OF$U-01H=OL;C!E:.4 M'TS SHOe'+ftd&;AY PAVr 80EW REDUCED BY FAM CLAIMS. iibRi- - TA.ODL:SUBR; O 'OYFCr PUL�CYEXd YYRE OF tNSU�•u.UCE ;WSR+ POL C:y NUIIIeMp. �i RItO9 fAtDOh'YW1 t3fi:!7S A 'C,2i`E.AAL 6,�etLrry BPOt?GC N�3i —�^:2rt 21?C91 T—� 21120 2 I .Cr.tY•_v ttt,. COMMERCM0-7;"IERaLLIA&LITY i (R2i1212010 {t211212U99 rR@n,tccSr oaa(hrro _ _ __ �aL r t 'GJcMc•MADE 4 _;Ci.OIiR i I � I aFLYEX `-1 I I PERSCW.f r, V In.1LR1` C-UNERAL AGGREGATE 1 s iorn�coo 6cN'L AGC.F»hTE UN!Y iFP,1=S PkR. i ( I 1 PRODUCTS-COWNjP AGG 5-- --20_00000 _ PJULY I FfOT I AdT0fNofilLE:.IA$1UYY I f v N..�l }`IFY�tE IiM!T I c ',4dYAUiJ { ! 1 - j _ I 60DiLY1n,.'UPY(Perpar59:) ALL(M-eD .WtiOU.Y6 MILYIt"URY(Per"-Ii pn; i 3 hVTG3 1v }� Q: t� _- 1, = ci PnOncR f VAA+GE�t'+-IPEUALri]3 Nl6T1bSI` (pal sciEn CrIM I UMBRELLALIdBL,. - i I - - I EhCM Cr,:URF.E[i E 1 v- - -- -1 2XC_.... - caa LiP,S g I jf�xr5N5CQw.-vSATiON ARID nVLQYERS'r fA91LiTY Y,N F>lYP1iNR1=':G IPAfiTR;>Z. (ECiITN;i f�ti i E - E.L.W'14A=DENT ' iFiCEruMEFi�ER I x lu3ECt N rk 6luuttttrrY!n ivk> L-J! ��(jfiIPTtLP10r�7P_R4'_vNS�� I I _ � �E•l.UtEFr,YE-PrLiCY'_IIAt- --?'v��?`�� ?EST:P,tPT1Qti GP GP@P,AT1C-td9 f LOCr.7��kG+YEH!CLt"_S(AviAth AC6tW 10,.A0dk1ona1 Re&Aft so..,W16.3 mom apace Is+vgetmdt ,RXpd tC 50 47.1-1522 - CERTIFICAYE HQLDE..R - CANCE>_LATIUN SC uBbrr.•Homes 37 Amas Landing Rd srtousa ANY Or THE AMM o>serrls�it,PaI!c!-s BE Oh"16ELLL n Vz= RE Pfiasti ea,MA 02649 The EXPIRATION DATE T!EKEGF, NOT!CE DILL BE DELFVEFEF IN I ACCORDANCE Wl',M Trle FOUO`!PROVII:.iONS. . at)TfIOFPtE6 3EFrtE5.irfA�NE •.--~ ��•-- . 1J88-241n ACORD CORPOfiAT ION. Ali tight-I.,reseraad. A--ORD 25(a1U106) The ACORD nai me and iago are regiatered marks of AC.ORD 639 Scudder Ave Hyannisport Sub contract insurance information Main contractor: Remodeling Plus: WCI-31S-370081-020 _ P&S Concrete (foundations): 6006161012010 JW Builders (framing & carpentry) BAD014420 Colony Insulation: TWC 3285087 Bankston Plastering: 08WECD03000 CIA painting: WC-000859247 Frank Korpela( electrician): 9646947 (town file) no employees Tavano mechanical HVAC: CL1122826086 Hinckley plumbing (town file) no employees Joyce landscaping : Excavation (ins info attached) s 2,1 5/2'C 2 C6. 3 N 2 UA,rE Yyyyi CERTIFICATE OF LIABILITY INSURANCE lg&12�mmwc.,011 I THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORIMATIO4�3147AND CONFERS NO RIGHTS 6TON THE CERTIFICATE HOLrj!-=R.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDEL BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSU NG INSURER(S). AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the pu!icy(ies)must be endorsed. If SUBROGATION IS WAIVED,Sub)ec,to' the terms and conditions of the policy,certain policies may require an endorsement. A statement on this cortificale doeE(lot confer rights to the certificate holder in lieu of such endorsement(a), PRODUCER ALIVIPDA&CARLSON INSURANCE AGCY IN CONTACT NAME: 3 SAM OSET ST I ST FL Fl;� IIAJ�-L,�x,-N 8� 1 PLYMIOUTH. IVIA C.-2360 --qj2&d5Q -T F-MAII.ACURESS INSUREKS)AFFCRUING COVERAGE. NAIC 9 INSURED INS URER 8 REVODELflG PLUS 'NC 37,ANIOS LANDING RD MASHPEE MA 02649 ljSkjRIERE COVERAGES CERTIFICATE NUMBER. iifF1802 REVISION NUMIBER7 THIS TO CERTIFY THAT THE POIL(^10-'OF !NSURANCE LISTED BELOW HAVE BEEN iSSUE'�TO THE INSUPEDNAIVED ABOVE FOR THE rl:)Lff'( FERIOLD INDICATED. N10741JTF1STA'JD1I`1G A!Ti FRELAJIREMIENT,TERM (DR. CONCITION CF AN'Y CONTRACT OR OTHER DO(',UV!ENJT W7H. RESPECT TC 0MICH THIS CERTIFICATE VAY BE ISSUEC. CA 7AAt` PERTAIN, THE INSURANCE AFFORDED BY THE PCLr:ES DESCRIBED HEREIN IS, SUBJECT TO FILL THE TER14S. EXCLUSIONS ANDCONIDITIONS OP SUCH.POLIC!E-E.LWilTS SI-'OWN HAVE BEEN RFDt)C,EDr�', PAID',-,LAIrV!S. IN 48 R LTP. 'TYPE Of INSURANCE POLICYNUMBER It'WIN.,orlyYYY4_MLMMD"Y'(Y 4— LIAFFS GENERAL LIASILTI Y F-, f 1 CCURRE NCE $ KITFD C13MMERC1kLCFNERALL-A6iI7v1 PRF!J-,FS I CL^VQ-MADE OCCUR 1AF E F 4P"ry oo c pesv S PERSOWAt-4C, NAIR-�' GENERAL A(-.,(jRFCATE GEN AGCRECIATE LIN14TAPPOES PER PFC.DUCTS-000Ph-,-P PIGC- Fl()I-,Cl PRO- F-11-oc 11.......... AUFOMOEILE LIABILITY 1 Ri o L 4Y AUTO ROU'L'iN,I.jRY!'r,,r pqraor i,4 ALL OWNEC SCHEWLED I AU—CF A Ni H RFC AUTCE Al I TC T UIVISRELLA LIAK ,SCUP. EAC!i OCCURRENCE EXCESS LIA8 AC-OREOATE (7FT,I— F1'F7FNTI0N5 1 WORKERS COMPENSATION �WC-1-31-S-370081-020 12118�-7--- :2010 112,11 6i 2 01 AND EMPLOYERS'LIAE31LITY ANY PR-OFRIF-rt---R!=ARIhE:RiEYECUTi'vE OFF I',FR.-'h1FN-KFR EXCI ff)FD1 FN N fA; E.i-EACH ACCIE)ENT $ (Mendatcry in NH) F.L EA EMPLOYER S If yos,de;cril)G un Joi CE-SCRIPTON CF CPFRA`rrN_helo,,% El DISEASE-P0L1C,'I-I1,EY DESCRIPTION OF OPERATIUNS;LOCAI iONSIVEHICLES(Afta--cll,ALORU 101,Add itiona;Hems rkv 8 c11a=10,if MDO 5POCE ig required) Workers Compensation Insurance: Part One of rhs pol;,!y apP I!as o.0,y to the Workers Compensation on Law of the State if MA CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE A B(`)VF-VE SCRIBED POLICIES BE CANCELLED BEFCF<E -OVVN OF BARNSTABLE BUILDING DEPARTMENT THE EXPIRATION DATE THEREOF, (NOTICE WLL BE DE-N?EF?I-'D IN 367 MA;N STREET ACCORDANCE WITH THE POLICY PROVISIONS. HYANNIS MA 02601 AUIMORIZED REFRESEN!A.IIVF Jeff Eldridge 1988-20110 ACORD CORPORATION. All rights resereed. ACORD 25(2010!05) The ACORD name and logo are registered marks,of ACORD Client#!11654 2JOYCELA ACORD., CERTIFICATE OF LIABILITY INSURANCE UAI!(MMAWYYYY) 12JO712011 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER.AND THE CERTIFICATE HOLDER. IMPORTANT:if the certi6rata holder Is an ADDITIONAL INSURED,the policy(les)must be endoneed.If SUBROGATION IS WANED,subject to the terns and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). YKOuuChH NAMl: 1 Dowling&O'Neil 508 775-9620 ac N ;5087781218 1 Insurance Agency t.bum ADDRESS. 973 Iyannough Rd., PO Box 1990 INSURERISI AFFORDING COVERAGE MAIL a Hyannis,MA 02601 1NsuHticA:Guard Insurance Group INSusrtU INSURER B' Joyce Landscaping,Inc. INeuHt►1 c 68 Flint Street INSURER D Marstons Mills,MA 02648 INsuHaH 1= INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER; THIS Lei TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDIM ANY REQUIREMENT.TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITHI RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ff IYPtOFetSUHANCL ADDL SUSI1PoucymumHk:H I P P LIM119 GENERAL LIMILITY EACH OCCUMENCE CAMAAi-KGW t1FNFK41 1 IANI[IIY N IFtI 3 CLARaS•LIADE ❑OCCUR LIED E)U'(fty imb ttsnn WICRONAI R AI)V INJIIM' 3 GENEItALAGOnEOATE $ el-N1ACkIW MI--I1MIlAMLgo-RP1-)t: 1g1O1RICIR_COLWMVA001 3 rOLICY I I M"T WO I IE AU I OMOtliiJa 1JAtlB.t1• MHINIU.9VO1 h I IMI tEu aw'Ilmtl) S ANY AUTO BODILY INJURY(rutuulmid S ALL OWNED SCHEDULED KOD11 Y INJIA<Y(vnrarrAtanl) i AU I CA A111 OR KIWI)AIIIOR NON-OWNH) W W KIYI)AMAGi- $ AUTOS VLIBAELUlllAB OCCIM MACH0CC.InOtFNC3- 3 IeXC6SSUAU CLAIMSAVDE AGGREGATE S A WOHKLASCOMPhNSAIION JOWC224464 410712011 04107/201 X gaIA1L1' nIN' AND EMPLOYERS'IJIIBLITY ANYgn,or�i oIVr/�THE CU (VIE 1-3.1•ACH ACCA)MI11111,000,000 OFNC►KAAfLaalfKrXClln)►II? N MIA (MandvorylnNK) E.L.DISEASE-EAELTLOYEE $1,000,000 Ifmy tiomiroulOw DEEMPTIONOP OPEMTIONSYnitra i.I.U[COAS h-YOI Ir Yt IMtI $1,000,000 UbaGKiV ICON OF OMtKA LIONS!IACAf IONS rvl:tnCLbB(A»ach ACOHU 701,AOEISonal RANarkA 8e»aduut,HrolaA apaaA U rAgedrpd) Insurance coverage Is limited to the terms,conditions,exclusions,other limitations and endorsements. Nothing contained In the certificate of insurance shall be deemed to have altered,waived,or extended the coverage provided by the policy provisions. CERTIFICATE HOLDER CANCELLATION Mark Fraka3 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 629 Scudder Avenue ACCORDANCE WITH THE POLICY PROVISIONS. Hyannis Port,MA 02647 AUTHORIZED REPR98ENTATWE 01989.2010 ACORD CORPORATION.All rights reserved. ACORD 26(2010105) 1 of 1 The ACORD name and logo are registered marks of ACORD #SB8909/M86908 LS1 , w ��-2 Cc 1�P2�«.� I ' � '�� . r Detail °Application 201100415it, Stetus� A Ty ACTIVE 1 a Collect s� �.. - � D patment � 6300BUILDING DPRkTMENT CloseJDeny P olect{Active y 3AS S.P C,D OJ -W F:4UN R.ION Workflow Dsc�pk on 1� Q FOUNDATIOhI`ONL1� FOR NE�hJ UICTO' f, � ParWngjMisc` �.� APPlican�t GC: GEN RAL,CONTRA�T�OR '4 MF�" Properky estimated cost � �6,000 Fees eFFectwe, Business. , ., PraRerty(UseA Non, -IC)ates�Mi ) P React,vat Parcel . 2960Q6` � &�, , 1 � � � Location 1 , � 320 KIDD S HILL ROAD` �:�*� ,` Adjust`Fees ;' ° 'BARNSTABLE'MA '' MumapalityW a � BARN BARNSTABLE;� ' Escrw A W, k4t i y Paymt History ! l,ot SecbonPhase 0 ; � ° ! Between , ` ' ` wf Audit{History �. ~ SummPermitq TOWN OF BARNSTABLE 11AaxrrAn OFFICE OF TOWN ATTORNEY 367 MAIN STREET JUL 4 1989 HYANNIS, MASSACHUSETTS 02601-3907 ROBERT D. SMIT4,Town Attorney TEL. (508) 775-1120 Ext. 128 RUTH J:WEIL,Assistant Town Attorney NIGHT LINE- AFTER 4:30 P.M. CLAIRE R. GRIFFEN, Legal Assistan (508)775-7570 EILEEN S. MOLLICA, Legal Clerk FAX # (508)775.3344 INTER-OFFICE MEMO TO: PLANNING & DEVELOPMENT DATE: July 14, 1989 TO: ONING BOARD OF APPEALS FROM: RUTH WEIL, Assistant Town 'Attorney RE: WILMA SPENCE vs. BARNSTABLE BOARD OF APPEALS FILE REF. : 87-0078 ------------------------------------------------------------ ------------- Attached herewith is a copy of the "Findings and Decision" in the above-captioned matter which is in the Zoning Board of Appeals ' . favor, for your records. RJW:cg Encs. BARNSTABLE, ss. SUPERIOR COURT No. 87-610 D Town of BarVable Town Counsel WILMA SPENCE. �[�� VS. BARNSTABLE BOARD OF APPEALS JUL' 12 1989 FINDINGS AND DECISION The plaintiff, Wilma Spence, owns a parcel of land with the buildings thereon at 629 Scudder Avenue in Hyannisport Village, Massachusetts. The property contains a six bedroom residence and a three car garage. The latter is the star of this piece. The property is located in an area (RF-1) where the zoning by-law provides for a single-family residence and ancillary buildings on a lot of' one acre.Y This by-law was adopted in 1949. Mrs. Spence. acquired title to locus by deed dated January 7, 1971. She and her family had occupied the residence by rental for five years prior to the date of acquisition. As indicated above, locus is in. the Village of Hyannisport. During the 1201s, 1301s, 140 ' s and 1501s, that village was an affluent summer community in which large homes were built. Many of the home owners had domestic help including maids and chauffers. As a result., many of the owners had apartments to house that help either over or attached to the garage. The 1601s, 170 's and 1801s The issue of a one acre tract is not controlling here except to show the intent of the Town Meeting which adopted this provision. 2 have not substantially lessened the affluence of the Village and its residents except few now have that domestic staff which would necessitate such use of the apartments in the ancillary buildings. As a result many -of those living quarters are now converted to some other residential use. There are at least seventeen such secondary residences within a mile of locus in Hyannisport .(same zoning) . One can infer that they are used as guest quarters or are rented for income. Locus. is located on the east side of Scudder Avenue. It has a frontage of about 91 feet. Its depth has an average distance of 304 feet and goes to Lafayette Avenue with a frontage thereon of 90 feet. Mrs. Spence shares a driveway off Lafayette Avenue with her abutter to the south. Most of the driveway is on the abutter' s land.zi There is located on locus a three car garage. As part of that garage at its northerly end is a single bedroom together with a small bath. The garage building is in less than prime shape. Its three bays are good size. The roof needs attention. The doors need repair. or' .replacement. The trim needs paint: ? The bathroom is not functional. In a word, the building is run-down. Undoubtedly motivated by these needs, on July 2 , 1987 , the plaintiff petitioned the Barnstable Zoning Board of Appeals for a special permit under G.L. c. 40A "to remove an existing non- She testified that if she was successful in this case she would not use that driveway to service the proposed building. Her plans do not confirm th. s. f:f ' 3 conforming. structure and construct new building (sic) in accordance with plans submitted. " The plans indicate that the garage would be replaced on the same foot print by a one story residential building containing a large sun room or living room in which would be situated a modest kitchen area, a foyer, a full bath, and a large bedroom. Outside the foot print would be constructed a brick patio (16 ' x 161 ) and a deck (14 ' x 141 ) as well as a small shed or extension to the north. Evidence was presented before this Court, and I can infer before the . Zoning Board, that during the period when a General Treat and his wife Edith, or their heirs or devisees, owned and occupied locus, i.e. from November 5, 1923 to October 29, 1948, the sleeping quarters in the garage were used, albeit seasonally,3� by a chauffer. I am not satisfied that the plaintiff has proven by a preponderance of the evidence that the garage was ever used as quarters for any domestic help after the last mentioned date. From October 29, 1948, until January 7 , 1971, locus was owned by the Tenney family.. It was in 1971 that Mrs.. Spence bought the property from the Tenneys. I have no doubt that from January of 1971, until at least two years ago the Spence children in the summers from time to time, and depending on their age, used the garage as sleeping quarters. Those children who summered at locus with their mother and father 3i This Court is not concerned with the seasonal use of locus. This was common to the area. and in this' Court's opinion does not affect the question of a non-conforming use. 4 are now 33 , 31, 28 and 26 years old. I find that as they were young, they may have camped out occasionally with or without visitors. As they became more independent they undoubtedly descended.upon their parents, probably unannounced, with any number of friends. In those instances, the garage became sleeping quarters for anyone with a bedroll and the bed in the bedroom may never have been used. I am not satisfied that these uses were enough to sustain the plaintiff's burden of establishing a non- conforming use. To complete these findings, I should- say 'that there was virtually no evidence concerning the use of the garage from 1948 to 1967 when the Spences began to rent locus. Another fact is clear. The proposed. use of locus would be an improvement not a detriment to the property and to the neighborhood. However limited as this Court is in an appeal under. G.L. c. 40A, § 17, I rule that there had been no non-conforming use established since the zoning by-laws were adopted and that the Board of Appeals was correct in its finding (if not overly conservative) and was not arbitrary, capricious nor whimsical in its decision and that it did not misapply the law. Thus, the Court finds for the defendant Board of Appeals and orders that this case be DISMISSED. . � J George/C. Keady, Jr. Justice of the Superipr Court Dated.: July/p, 1989 A true copy, Attest: ..�Y4 od�7/,'c 7�J�wv ��,tlerk ' [R" . �� A/ F-^' nr | JL�� JC�l��C3JLJ�� ' ~~�^ n�"^ | ��m�r� o� /��n�a JULs 87��^�� __=� -. -2 AM10 29 ______�II�Q� S��0C�-__----------_--_-_ Deed duly recorded in the ^__--'_--_. � Property Owner County Registry of Deeds io Book .............................. - SAME ----_.----_-------___-----._---'-----_. -_g- ......................... -. Petitioner District of the Land Court Certificate No. ` ........................' --............... Book ........................ Page .................. l98 Appeal I�o. . IO FACTS and DECISION �I�� S��C� Pot�ioour --'---- -- filed petition on ----.--'------ 10 , requesting a for premises at in the village (S"=) of adjoining Draoioae of .---- (moo attached list) --------- Imono under consideration: Barnstable Assessor's Map no. �� oo. -'��---- - Petition for Spoobd Permit: F Application for T/artuooe: F-1 zuxdo under @oo. of the Town of Barnstable Zoning by-laws and Sao. 0huptor4OA.' Mass. Gen. Laws t for the purpose of ~ ^^~=," =� e��"` non-conforming structure a � � building in _________ s ruc �ev� g�".................................................. DF-1 I/oonu in presently ouuod in.----_---_------------_---------------------------_.-_--- Notioo of this hearing was. given by mail, postage prepaid, to all persons 8oeuod aBooto6 and by publishing in Barnstable Patriot na*mDunor published in Tun'u of 8uromtubla a copy of vrbidz to attached to the record of tbomo proceedings filed with Town Clerk. A public hearing by the Board of Appeals of the Town of Barnstable was held at the Town | � Office Building, Hyannis, Mass., at 0 I^.M. ........................................... 19 87 , upon said petition under zoning by-laws. Present at the hearing were the following members: Richard L. Boy Gail Nig�h�.in gle Chairman At the conclusion of the hearing, the Board took said petition under advisement. A view of the locus was made by the Board. AppealNe._._.___...._._........___........1987-31__._..__......._. Page _..................... of ..............._...... On ........_........_.Dull'.1.z..__..._.........._.._......................._.................. 19 .............. The Board of Appeals found Attorney Bruce Gilmore represented the petitioner who is requesting a special permit for a non-conforming use for the property located between Scudder Avenue and Lafayette Avenue, Map 287, lot 46, Hyannisport in an RF-1 zoning district. The petitioner has submitted plans indicating a small guest cottage and residence existing on the site which contains 27,375 square feet. The petitioner proposes to remove the small guest cottage and build a new .structure comprised of one bedroom, kitchen, bath, living area, deck and patio per the Plan submitted. Construction to be one-story within the existing footprint. Ron Jansson found that based upon the evidence presented, do not find .a pre-existing non-conforming use; all evidence indicates that the use has been discontinued as far back as 1971, and at best the only use was on apart-time seasonal basis only. , Therefore, based upon the findings, Ron Jansson voted to -deny the relief requested under Section G (B) of the Zoning By-Law - Gail Nightingale seconded the motion to deny. Jim McGrath and Luke Lally voted against the motion. to deny. Gail Nightingale, Richard Boy and Ron Jansson voted to deny the petition, while Luke Lally and Jim McGrath voted to approve the petition. The Special Permit is denied with three negative votes of a five-member Board of Appeals. ..-_..—..................................._.__....._...................., Clerk of the Town of Barnstable, Barnstable Countty, 111assacliusetts, herebl ceriily that twenTy (20) 6,1- S 11a�"r Pli[ Sl'Cl since the iGard OI Appeals rendered its decision in the above entitled petition and that no appeal of said decision has been filed in the offiee of the Town Clerk. Si¢ned and Sealed this ........................ dnY of ........................................................................ 19 ._....._._........... under the pains and penalties of perjure. Distribution:— ProDerTy Owner Torn Clerk 111•,ar l of _ ppoals _\Pplicant Town of B rnst Persons interested Building Inspector I'ublie Information 1,�. _._._.. ...._ Board of Appeals Chairman 11 r / APPEAL Nu. OWNGI�ERK }... ..................................... ...................... " f1RRNSTABL��. MASS. •ra .l,y. '87 APR -2 AH10 38TOWN OF BARNSTABLE PETITION FOR SPECIAL PERMIT UNDER THE ZONING BY-LAW To the Board of Appeals, Town Hall, Hyannis, MA 02601 Date .... y -15 19 87............ The undersigned petitions the Board of Appeals to vary, in the manner and for the reasons hereinafter set foith, the application of the provisions of the zoning by-law to the following described premises. Wilma Spence 14 Amber Road, Hingham, Massachusetts Applicant ..................._................ :............................:.................................................................................................................................................................... `........ (Full Name) (Winter Address) Owner: Same as above _ .......... (Full Name) (Winter Address) Prior Owner of record ...........C. ar es...H.......Tenn�'...II...... ................................................................................................... ...................... Tenant (if any) : ...............-................ ..:.... . ...............:......................... :.:...... ... .:........ (Full Name) (Winter Address) IfApplicant other than Owner of property - state nature of interest .............................._.................:....:::..........I.................. 1. Assessors map and lot number Map 287, Parcel 46 2. Location of Premises ...........Scudder Avenue Village .HXannisort ........................................................................................ ........................ (Name of Street) (What section of Town) 3. Dimensions of lot ........... 391 18.E 7U2:..s.�:: ft.......... ................... ....... ........... (Frontage) (Depth) (Square Feet) 4. Zoning district in which premises are located ............RF1 5. How longs has owner had title to the above premises? .....1.5....y..e.A; 5......................: 6. How many buildings are now on the lot? Two 7. Give size of existing buildings ...�1�....40'x30'x16'x (2) 18'x39'... Proposedbuildings ............................... ............................................................................................. ............ ....... ........ S. State present use of premises .......... an apartmeaat-jUaxn......................... n 9. State proposed use of remises - guest..cotta e (see annexed flans) PP P ................................................... ......... ........ 10. Give extent of proposed construction or alterations: ................................:..........................:.................................................... ........ Remove existing structure, build new structure according to the plans and .. ._.............. ..... . ............... specil i .nuii gu.mur 'ed'"'fier..utr...........................' ..........................................................................._................................................................................................................................................................................................................. 11. Number of living units for which building is to be arranged „-sin8le family 12. Have you submitted plans for above to the Building Inspectors y..f�. ......... 13. Has he refused a permit? .................yes........................a............................................................................................................................._....................... 14. What section of zoning by-law do you ask to be varied? ...:.........:.......:........:....................................:..:.......:...:............ Section G(B), I. Use Regulations-Residence Districts (9) F-1, P. Special ............... xcept'ions....A .4.)....fthc`.t...(.5.� a-rrd...tbr--......_............................... ............................................................. ..........................................................................................................................._....................................................................................................._............................................._............ 15. State reasons for variance or special permit: ''........-To alter or expand a prior non—conform. . . . . . . .ing .......................... F use .................................................................................... . ......................................................... ......................................... ........... ............................................... ............ .....................................................................................................:........................................................................................................................................................................................ ...............................................................................................................:.::............................................................................................................................................................... .......... ......................................................................................................................................................................... .............................................. .... ........................................... .. .................................................................................._......................................................................................................................................................................:...........-.........-........... ...............................................-....................................................................................................................................................................................................:..............:......:....._......_ .,Respectfully submitted, ~ (Signature) :. ' ................... r-�. .:...:.. (Address) .................................................... .................................................... * Please submit 3 copies of petition form. (Agent) Bruce P. Gilmore.. Esquire ' * Filing fee of .................. required with this petition (Address) CIZENEY & GILMORE (OVER) 86' Willow Street Yarmouthport, MA 02675 (617) 362-1122 r The following are the names and mailing addresses of the abutting owners of property'and the names and addresses of the owners of property abutting the: abutting.,.owners;;of property and the ' names and addresses of the owners across the street all, with their corresponding map and lot num- bers according to the records in the Assessor's Officer at: the date of this application Please type.or print only. Map Lot # «` Name Address n Zip Code ` 287 12 Francis A. Kirby Scudder Ave, Hyannis 02601i 13 Gretchen' Chaplin ' ' Scudder Ave `Hyanni's 0'2601 9 Dennis M. Carey Scudder Ave, Hyannis 02601 , .. 39 John A. Orb Grayton Ave, Hyannis 02601 40 Madeline Clark' 42 Lafayette Ave, Hyannis 02601 41 Thomas Kennedy 4 Washington Ave, Hyannis 02601 43 John Woodwell Lafayette Ave, Hyannis 02601 44 Robert Clark 19 Lafayette Ave, Hyannis 02601 45 Ann M. O'Neil 29 Lafayette Ave, Hyannis, 02601 47 Joseph Gargan 49 'Lafayette Ave, Hyannis - '02601 48 Edward Gallagher Scudder Ave, Hyannis- 02601 49 Doris T. Anderson Scudder Ave, Hyannis 02601 50 Barbara Blair 649 ,Scudder"Ave, Hyannis 02601" 51 Katherine Parshall Scudder. Ave, Hyannis 02601, 52 Elizabeth Vaughn 004 Wachusett Ave; . Hyannisport 02647 150 John F. Connors 24 .Overlea Road, Hyannisport- 02647 155 John F. Connors 38,Ov.erlea*Road, Hyannisport° 02647 r q " f There must be submitted with the within° application- at the time of filing a plan of the in triplicate, (or three prints) "showing: 1. The dimensions of the- land. 2. The location of existing buildings on the land. 3. The exact location of the improvements sought to be placed on the land. Applications filed without such plans will be returned without action by the Board of Appeals. April 13, 1987 TO: Barnstable Zoning Board of Appeals ' FM: Larry L.- Dunkin, Principal Planner RE: Appeal #1'987-30 (Wilma Spence) Location: The lot is a 27, 375 square foot parcel of land located on the east side of Scudder Avenue in Hyannis Port. in : The parcel is located within the RF- 1 zoning district, a single family residential zone with a minimum lot size of one acre. Applicant's ProQosal : The applicant proposes to remove the existing barn/apartment structure and build a new structure. According to the plan submitted by the . applicant...the new building will be the same size of the barn/apartment. The new building comprises one bedroom with kitchen, bathroom, living area, deck and patio and will be used as a guest house. The applicant's plan does not show the setback of the new building from the lot lines . The applicant is seeking a Special Permit underctionSection G (non-conforming uses) Paragraph 6; Section P (Special regulations-residence districts) Paragraph 9; Exceptions) Paragraph A, Subparagraph 4, 5, and 6. Recommendation: It is the recommhedation of this bove captioned appeal . that favorable consideration be given 'Pa APR 1 6 1987 P `0E THE Toffy Department of Planning and Development BAMNSrABLE STAFF REPORT ,LASS. a � 1639. �00 plf0 MAC� TOWN OF BARNSTABLE ' uvi� L'"KR `iG3hST^BLE. ASJ. �P s•.., s� ZONING BOARD OF APPEALS e 13JRa9TABL$ : MASS, NOTICE OF PUBLIC HEARING '87 MAR 31 AK 9 20 y pj °AT�o SAY UNDER ZONING BY-LAWS MEETING OF APRIL 16, 1987 To all persons deemed interested or affected by the Board of Appeals, under Sec. 11 of Chap. 40A of General Laws of the Commonwealth of Massachusetts and all amendments thereto, you are hereby- notified that 7:30 P.M. APPEAL NO. 1987-28 Susan B.. Leavings has appealed to the Zoning Board of Appeals and petitions for a modification of an existing special permit at Map 102, Lot 42, Flint Street, (593) Marstons Mills in an RF zoning district. A PUBLIC HEARING WILL BE HELD ON THIS PETITION AT 7:30 P.M. APPEAL NO. 1987-29 7:45 P.M. John F. & Sally Green have apppealed to the Zoning Board of Appeals and petition for a Special PermMto iHmoveean existing garage and construct a two-car garage with family apartment above at Map 258, Lot 50, 158 Governors Way, Barnstable in an RF-2 zoning district. A PUBLIC HEARING WILL BE HELD ON THIS PETITION AT 7:45 P.M. APPEAL NO. 1987-30 8:00 P.M. Wilma Spence has appealed a decision of the Building Inspector and petitions for a Special Permit to remove an existing building and construct a new structure (guest cottage) at Map 287, Lot 46 Scudder Ave. , Hyannisport in an RF-1 zoning district. A PUBLIC HEARING WILL BE HELD ON THIS PETITION AT 8:00 P.M. APPEAL NO. 1987-31 8: 15 P.M. Samira H. Schuman has appealed a decision of the Building Inspector and petitions for a Variance and Special Permit to allow a home occupation, electrolysis salon with attached office, in a single-family residence at Map 271, Lot 3, Route 28, Hyannis in an RC-1 zoning district. A PUBLIC HEARING WILL BE HELD ON THIS PETITION AT 8: 15 P.M. APPEAL NO. 1987-32 8:30 P.M. Jack J. Furman has appealed a decision of the Building Inspector and petitions for enforcement action as provided in Article III, Chapter III, Par. Q(2) of the Zoning By-laws at Map 132, Lot 9, off Darcia Way, West Barnstable in an RF zoning district. A PUBLIC HEARING WILL BE HELD ON THIS PETITION AT 8:30 P.M. These hearings will be held in the second floor hearing room, New Town Hall, 367 Main St. , Hyannis on Thursday evening, April 16, 1987. YOU ARE INVITED' TO BE PRESENT. BY ORDER OF THE ZONING BOARD OF APPEALS. RICHARD L. BOY, CHAIRMAN BARNSTABLE PATRIOT ZONING BOARD OF APPEALS 4/2/ & 4/9/87 z6s 'fie 93 297?Jb'c/ /gz dt�G>' - Sn�07 79 04 4 _ r DI z0.9 - - 1 - - r . n. MEN OF LK LA y�^1� I•�' "� ,e.,,�.»{.sue. 1\ �A�\3�Ctil�a�•1�1trT ,} ,�a1��1 ��i1 t . IttaA � #>' !L* AX b zw t�¢ ,wr 1y�{3+k`*'1 aM4R. �"i" � taa�1 "t�- � � fG �.��r"�'' '�^�s•� _ 'T"' - ix M�+' 'F �` c�i, "� ��jv,�'•�-{-lam ' 'h�" 15,,�,{�ya �iA �„,, �{,.t`�`t�,'��,�+.�.�p t r�� ..,a♦awdiiMt►GaL' :k+iii•+ rre #}:,in "i^7t17?.a..� t+t:nPr:�*��1�7•,'t..T;+^,• "w��R ;R, ti,tS. i e39 Scudder Ave Hyannis y 10/25/11 r . [ 3✓ R _ i r 039 Scudder Ave, Hyannis 10/25/11 a . a f .Now �..a i i 039 Scudder Ave, Hyannis 10/25/11 s p 1 Jx 639 Scudder Ave, Hyannis 10/25/11 ' t f '"•w 4 y � t derAv- , Hyannis f '' 1o/2 639 Scudder Ave, Hyannis 10/25/11 t I E t Town of Barnstable 200 Main Street . Hyannis, MA 02601 Notice of Intent.to Demolish or Move an Historic Building/Structure Is Building/Structure located in a Local or Regional Historic District: DYES ❑NO If YES,Protection of Historic Properties Bylaw does not apply and it is not necessary to fill out the remainder of this form. PRINT IN INK Date of.Application: 8 September 2011 Building/Structure Address: 639 Scudder Avenue, Hyannisport, MA 02647 Number Street Town State Zip Assessor's Map#: 287 Assessor's Lot#: 049 Is Building/Structure listed on the National Register of Historic Places,or on a pending list with the National Register of Historic Places: DYES oN0 How old is the Building/Structure: Unknown How is the Building/Structure Occupied: Residential Number of Stories: 2 Architectural style of Building/Structure, describe if known: Hip roof, shingled, 2-story structure Material of Building/Structure: Wood frame, shingled exterior 1 Is this Building/Structure associated with one or more historic events or persons? Please list event, description or names: Type of Building/Structure and proposed work: Wood frame; one story addition of family room. Explanation of the proposed use to be made of the site: Residential Zoning District: RF-1 _ Fire District: Hyannis Residential' Applicant's Name: Gordon Clark III, Northside Design Associates Address: 141 Main Street, Yarmouthport, MA 02675 Number Street Town State Zip " Owner's Name: Mark E. Freitas Address: 201 El Vedado Road Palm Beach, FL .33480 -'CO Number Street Town. State Zip Contractd f00J Address: Number Street Town State Zip a E FT-1 Go i Program of dot andi$uilding/Structure with dimensions: Name: R REFERENCES: Assessors Map: 287 Parcel: 049 Scuddereed Book 20233/240 Ave/`-' G e 49"W N06 29� ZONE:RF-1 f — N0103.30'' W — o, '1Fnd Setbacks: i v Fron t: 30' Side: 15' C/) Rear: 15' eo.s 00 0 N v � u r L � �'m oV� m2 r 2styw/f � (n \ y o Dwelling U� r I N)om al 7.6' mb � co U -- New Concrete Foundation I 2 sty w/f Carriage House 17.2' 28.3' I 1 1 / I /l 48.8' Crushed Shell I (0 1 Drive I 1 1 I certify that the foundation 9 I shown hereon conforms to Stockade Fence I the setback requirements of 99.82' i �- the Zoning Bylaws of the C8/DH S0655'00"W 1 sty w/f j i •IFnd town of Barnstable. NIF Garog / Williarn W g Noncy B 0 Neil I / 5584/290 I I O I 001 j tM pi Y�s I O � o � p I O I cn Ft. r o i i o g RIHEJREUx:; NO. 34312 C61 I I mH N Edge of Pavement f Fnd 1 Lafa S06 55'00"W 10.00 ett Y e Ave 0 PLOT PLAN At`639'Scudder Ave BARNSTABLE (Hyannisport) NOTES: MASS, DATE: 09/DEC/10 SCALE:1"=40' 1.) The structures shown were located on 'the ground 0 10 20 30 40 60 80 FEET by conventional survey methods on (or between) 131JUL110 and 08/DEC11 10. PREPARED FOR: Mark Freitas 2.) The property line information shown hereon was 10 Spring House Road compiled from available record information. Greenwich CT 06831 3.) This plan isSPf��re recording and is not to be PREPARED BY: CapeSury used for con struc4U6PM921oyout or deed description purposes. 7 Parker Road Osterville MA 02655 DWG #: C382_3g1 CPP1 FIELD BY: RRL/MLL (508) 420-3994 / 420-3995fox TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION 2-0 1 °,5 Map Parcel Application # a Health Division Date Issued Conservation Division Ul/ .Application Fee Planning Dept. Permit Fee. Date Definitive Plan Approved by Planning Board Historic - OKH Preservation / Hyannis Project Str et Address - l 7:5 01��(k Village Owner �A �Av��c� i �-iw� Address kC3 �'T Telephone v _ `0 3� � r n Permit Request C� V -�l Square feet: 1 st floor: existing proposed 2nd floor: existingproposed Total new Pn Zoning District Flood Plain 00 Groundwater Overlay Project Valuation �CL)3.cAp Construction Types Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure l Historic House: ®Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: %Full 6 $Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) r�y Number of Baths: Full: existing_ new Half: existing I new Number of Bedrooms: q existing —new pro Total Room Count (not including baths): existing VQ new"U-Xks- %4airst Floor Room Count Heat Type and Fuel: )I Gas ❑ Oil ❑ Electric ❑Other Central Air: 0 Yes ❑ No Fireplaces: Existing '3 New — Existing wood/coal stove: ❑Yes 14 No Detached garage: N existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑=existing 0 newt size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: ° ^J a- Zoning Board of Appeals Authorization ❑ Appeal # l Recorded ❑ Commercial ❑Yes ❑ No -If yes, site plan review # Current Use Proposed Use �= APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name kkL&_S� 1 � Telephone Number J�i' c7 l y Address q(!5- License# 6�1 � CQ G1> Home Improvement Contractor# -Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO 6 SIGNATURE DATE I c - FOR OFFICIAL USE ONLY APPLICATION# " DATE ISSUED MAP/PARCEL NO. r ADDRESS VILLAGE - OWNER DATE OF INSPECTION: S _ t..-FOUNDATION - ; ,s FRAME INSULATION t FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: a , :£•.: ROUGH-#fx, .'; FINAL ;t - f,F,INAL BUILDING r�f,, x=4_ iTl DATE CLOSED OUT . l ASSOCIATION PLAN NO. k t The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street :�v�'� Boston, MA 02111 Y www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual) Address: t_c �02C - City/State/Zip:6t3��tlyt '�"\iAt G22Phone #: \Kp ^y Are you an employer?Check the appropriate box: Type of project(required): I.0 I am a employer with 4. ❑ I am a general contractor and I - 6. ❑ New construction employees(full and/or part-time).* have hired the sub-contractors ' 7• [,Remodeling 2. I am a sole proprietor or partner- listed on the attached sheet. t ship and have no employees These sub-contractors have 8. E] Demolition working for me in any capacity. workers' comp. insurance. 9. 0 Building addition [No workers' comp.insurance 5. ❑.We area corporation and its required.] officers have exercised their 10.0 Electrical repairs or additions 3.❑ I am a homeowner doing all work right of exemption per MGL 11.0 Plumbing repairs or additions myself. [No workers' comp. c. 152, §](4), and we have no 12.0 Roof repairs insurance required.] t employees. [No workers' comp, insurance required.] 13.0 Other *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. $Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. I am an employer that is providing workers'compensation insurance for'my employees. Below.is the policy and job site information. Insurance Company,Name: Policy#or Self-ins. Lid. #: Expiration Date:` a Job Site Address: g" City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required tinder Section 25A of MGL c..152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and'a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. 1 do hereby certif nd th ins pe of perjury that the information provided abo a is tr a and correct. Signature: Date: Phone# 0� Official use only. Do not write in this area,to be completed by city or town official. City or Town: Permit/License# Issuing Authority(circle one): 1. Board of Health 2. Building Department 3.City/Town Clerk 4. Electrical Inspector 5. Plumbing Inspector 6.Other Contact Person: Phone#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied, oral or written." An employer is defined as"an individual,partnership,association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer, or the receiver or trustee of an individual, partnership, association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local,licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally, MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely, by checking the boxes that apply to your situation and, if necessary, supply sub-contractor(s)name(s), address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners, are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested, not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy, please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that.must submit multiple permit/license applications in any given year.,need only submit one.affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year. Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 Tel. # 617-727-4900 ext 406 or 1-877-MASSAFE Fax #617-727-7749 Revised 5-26-05 www.rnass.gov(dia � YttEr �- Town of Barn-stable o Regulatory Services ,. MUM- � Thomas F. Geiler,Director Building Division Tom Perry, Building cormnissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstab1e.ma.us office: 508-862-4038 Fax: 508-790-623t Property Owner Must Complete and Sign.This Section if Using ABuilder z Owner of the subject_property hereby authorize A7S � . to act on my behalf, in all matters relative to work authorized by this building permit application for. '�:COQ yA AJF_ 4611C (Address of Job) s ture of Owner Dik AV. ate'_�ilA� Print Name If Propea Owner is, applying for permit please complete.the Homeowners License Exemption Form,on th.e reverse side.. Q:FORMS:O%WERPERMLSS1ON MaMachusctts_ DcP�►�rtmcnt of Puhlic Safch — T Board of BuiWin« R Construction Su`"ul`'tions; Bf° g egu a oiSs an an ar. s ind Standards pervisor License t HOME IMPROVEMENT CONTRACTOR License: CS 66582 Restricted to: 00 Registration 1,23702 Expiration`3/28/2011 Tr# 283147 THOMAS C WHITE 3_rType D¢Ai 415A MAIN ST ' Thomas.C.White WOODWORKER LLC CENTERVILLE , MA 02632 `" ) Thomas White �--G_ 415A Main St. Centnrille,-MA 02632' 'r`M Administrator ('nmmi..iunc�• Expiration: 3/14/2011. Tr#: 13613 - —, I e ►stration valid for mdcvidul use only a L�cerise or r_g _ J -before the'-exOiration date: if-found retur2jrd� Board-of-Bulld►ngRegulatiops andSiandardg -One Ashburton Place Rm 1301 i Boston,lVla.02108 . t _ !77 r ? Not val►d.vr►thout s�guature nz'x I, f t icl c 1 :,> �,#4•s�" +F, .s, y dy a'n`M �S'� rR ,xz_... ri, .}bc h µ ,# '• w .e.- 't-"�23,3 N v LAFAYE?'TE AVE. 10.00 t � • tf I 1 NSF STURGESS & NALLETT tI } COMMON 100.t 0} DRIVE I (BEING USED I AS ONE) L `STOAT I a o COTTAGE N NO. 639 o c STONE ` rP PARKING/DRIVE to X 'o 1 �01`t1C�w 120. O SCUDDER AVENUE-- I BELIEVE THAT. THE.INSTRUMENT LOCATION OF THE DRIVE OUT TO LAFAYETTE AVE. IS SUFFICIENT TO SHOW THAT THE ACTUAL DRIVE IS NOT WHOLLY WITHIN THE TEN FOOT STRIP DESCRIBED IN THE DEED. AN INSTRUMENT SURVEY, INVOLVING ABUTTERS, IS NEEDED TO ,ACCURATELY DETERMINE THE LOCATION OF THE DRIVE RELATIVE TO THE LOT LINES. MORTGAGE LOAN INSPECTION ML12622 SAGAMORE SURVEY ASSOCIATES SCALE: 1 IN.= 60 P.O. BOX 28 DATE: AUGUST 4 fibs AG MORE BEACH, MA. 02562 SO$ 888 8667 I CERTIFY TO MARK FREITAS ��z� THAT THE LOCATION OF THE BUILDING SHOWN HEREON CONFORMS TO THE ZONING OF THE TOWN OF BARNSTABLE I CERTIFY THAT LOCUS DOES NOT LIE WITHIN THE FLOOD HAZARD ZONE AS DELINIATED ON MAP 0008gCOMMUNITY 0. 250001 PLAN E N E: BARNSTABLE REGISTRYG . BOOKIPACE: BK 35l 5 G 169 LOT NO.: . LAND & W PLAN BY: BOTH IN DEED BUYER: DATED: J;ULY 20, 19.82 THIS INSPECTION MY UDE FROM AN INSTRUMENT'$ VEY AND IS N, FOR FENCES HEDGES OR TO ESTABLISH LOT LINES.' FOR USE OF BANK ONLY. .L P.O. Box 1313 Forestdale, MA 02644 CALCULATEDBv C-� 7P DATE Tel./Fax: (508) 790-4686 CHECKED BY lot C,2 Q A-ve PAeAv%*43;0*V SCALE F j TAY .............._............-..__ .__.._..... - - - - - -._. _._..._ ...... -..._ ..... _..... - - - .... . .. .... ..... .--- __. . . ... ..__.._. . _ .. - .. - -- i • Ski _ _.:. __.__ -_._......_T',��r�......_...._......... .....8-......_. 0....._ _ ....._..._.._._...... _....._..... - .. _.--....... -.._......_......_.. .... -..._..-...__._........_._....._._...-------------- - -= -_._.....:.. - -- ...... o ®p ,ter Q �.. _�_�° ° . .- --. ._.......__.._ Ian_ � ._.. Lc n 3 F- tt-E-... _........... - ..._. .._. .- ..........:......................_..._. ._ ...... _ __._.. ......._ct�Oo_�...._�l�- ... ._......... .. . . :.::. 9_ ...'t'J ... . ..w.- ......t -P_ --..+.... . . _---__..__ .._ _.._ ► r._. - - - _ - - - - a ...._.- �. .. ._ ...__..._ ... -..__._... - -- ;. ... . .. . - _ - .. . .. �9_ 2® s ................ . _ .. .S . ....... _--------------------------------- -------------......._....... ---------- _...- ----- ... ..... - - - - ._ --- - - - - -- ......... ----- r - D ............_ .. . .. ._ ... .. -- --. .._...:......'� � �+U� ��_ ._..._- ------ - _� ..........._....._...._. ._. _. -------..... ._ . . _;. _ .. .. :.. ... . . �X ._?a �._.....w- .__ . ._._. ------------ .. _ _ .. . . :. .....- - - - --- - _.... .............. ----..------------ - - - -.... ---- --- - — - -- --- REScheck Software Version 4.3.1 Compliance Certificate Energy Code: 2009 IECC Location: Hyannis,Massachusetts Construction Type: Single Family Project Type: Addition/Alteration Heating Degree Days: 6137 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: Freitas Residence Northside Design Associates 639 Scudder Avenue 141 Main Street Hyannisport,MA Yarmouthport,MA 02675 Compliance:0.0%Better Than Code Maximum UA:24 Your UA:24 The%Better or Worse Than Code index reflects how dose to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Ceiling 1:Flat Ceiling or Scissor Truss 88 30.0 0.0 3 Wall 1:Wood Frame,16"o.c. 235 19.0 0.0 13 Window 1:Wood Frame:Double Pane With Low-E 15 0.280 4 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 88 19.0 0.0 4 Compliance Statement: The proposed building design described here is consistent w' ned building plans,specifications,and other calculations submitted with the permit application.The proposed building has be de to meet`ihe 2009 IECC requirements in REScheck Version 4.3.1 and to comply with the mandatory requirements liste n REScheck Inspection Checklist. . cs ho Name-Title �— Si ature Date I Project Title: Report date: 09/27/10 Data filename:C:\Program Files\Check\REScheck\client reports\Freitas-Hyannisport.rck Page 1 of 4 REScheck Software Version 4.3.1 Inspection Checklist st Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame,16"o.c.,R-19.0 cavity insulation Comments: Windows: ❑ Window 1:Wood Frame:Double Pane with Low-E,U-factor:0.280 For windows without labeled U-factors,describe features: Wanes Frame Type Thermal Break? Yes No Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-19.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Air Leakage: ❑ Joints(including rim joist junctions),attic access openings,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed with caulk,gasketed,weatherstripped or otherwise sealed with an air barrier material,suitable film or solid material. ❑ Air barrier and sealing exists on common walls between dwelling units,on exterior walls behind tubs/showers,and in openings between window/doorjambs and framing. ❑ Recessed lights in the building thermal envelope are 1)type IC rated and ASTM E283 labeled and 2)sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. ❑ Access doors separating conditioned from unconditioned space are weather-stripped and insulated(without insulation compression or damage)to at least the level of insulation on the surrounding surfaces.Where loose fill insulation exists,a baffle or retainer is installed to maintain insulation application. Ej Wood-burning fireplaces have gasketed doors and outdoor combustion air. Air Sealing and Insulation: ❑ Building envelope air tightness and insulation installation complies by either 1)a post rough-in blower door test result of less than 7 ACH at 33.5 psf OR 2)the following items have been satisfied: (a)Air barriers and thermal barrier:Installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled or repaired. (b)Ceiling/attic:Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. (c)Above-grade walls:Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier. (d)Floors:Air barrier is installed at any exposed edge of insulation. (a)Plumbing and wiring:Insulation is placed between outside and pipes.Batt insulation is cut to fit around wiring and plumbing,or sprayed/blown insulation extends behind piping and wiring. M Comers,headers,narrow framing cavities,and rim joists are insulated. (9)Shower/tub on exterior wall:Insulation exists between showers/tubs and exterior wall. Sunrooms: ❑ Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Project Title: Report date: 09/27/10 Data filename:C:\Program Files\Check\REScheck\client reports\Freitas-Hyannisport.rck Page 2 of 4 Vapor Retarder: Vapor retarder is installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors;or it has been determined that moisture or its freezing will not damage the materials;or other approved means to avoid condensation are provided. Comments: Materials Identification and Installation: Materials and equipment are installed in accordance with the manufacture►'s installation instructions. Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R-value. Materials and equipment are identified so that compliance can be determined. o Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. Duct Insulation: Supply ducts in attics are insulated to a minimum of R-8.All other ducts in unconditioned spaces or outside the building envelope are insulated to at least R-6. i Duct Construction and Testing: Building framing cavities are not used as supply ducts. All joints and seams of air ducts,air handlers,filter boxes,and building cavities used as return ducts are substantially airtight by means of tapes,mastics,liquid sealants,gasketing or other approved closure systems.Tapes,mastics,and fasteners are rated UL 181A or UL 181 B and are labeled according to the duct construction.Metal duct connections with equipment and/or fittings are mechanically fastened.Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three equally spaced sheet-metal screws. Exceptions. Joint and seams covered with spray polyurethane foam. Where a partially inaccessible duct connection exists,mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). Duct tightness test has been performed and meets one of the following test criteria: (1)Postconstruction leakage to outdoors test:Less than or equal to 8 cfm per 100 ft2 of conditioned floor area. (2)Postconstruction total leakage test(including air handler enclosure):Less than or equal to 12 cfm per 100 ft2 pressure differential of 0.1 'inches w.g. (3)Rough-in total leakage test with air handler installed:Less than or equal to 6 cfm per 100 ft2 of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (4)Rough-in total leakage test without air handler installed:Less than or equal to 4 cfm per 100 ft2 of conditioned floor area. Heating and Cooling Equipment Sizing: Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical and/or Service Water Heating(Sections 503 and 504). Circulating Service Hot Water Systems: Circulating service hot water pipes are insulated to R-2. Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: ; Lj HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3. Swimming Pools: Heated swimming pools have an on/off heater switch. Pool heaters operating on natural gas or LPG have an electronic pilot light. Timer switches on pool heaters and pumps are present. Exceptions: Where public health standards require continuous pump operation. Where pumps operate within solar-and/or waste-heat-recovery systems. �- Heated swimming pools have a cover on or at the water surface.For pools heated over 90 degrees F(32 degrees C)the cover has a minimum insulation value of R-12. Exceptions: Covers are not required when 60%of the heating energy is from site-recovered energy or solar energy source. Project Title: Report date: 09/27/10 Data filename:C:\Program Files\Check\REScheck\client reports\Freitas-Hyannisport.rck Page 3 of 4 Lighting.Requirements: A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following: (a)Compact fluorescent (b)T-8 or smaller diameter linear fluorescent (c)40 lumens per watt for lamp wattage—15 (d)50 lumens per watt for lamp wattage>15 and<=40 (e)60 lumens per watt for lamp wattage>40 Other Requirements: Snow-and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a)the pavement temperature is above 50 degrees F,b)no precipitation is falling,and c)the outdoor temperature is above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement's'). Certificate: A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment.The certificate does not cover or obstruct the visibility of the circuit directory label,service disconnect label or other required labels. NOTES TO FIELD:(Building Department Use Only) i Project Title: Report date: 09/27/10 ` Data filename:CAProgram Files\Check\REScheck\client reports\Freitas-Hyannisport.rck Page 4 of 4 2009 IECC Energy Efficiency Certificate a. Calling I Roof 30.00 Wall 19.00 Floor I Foundation 19.00 Ductwork(unconditioned spaces): •fi Window 0.28 0.32 Door Heating System: Cooling System: Water Heater: Name: Date: Comments: F, v i °F�► ,°�. Town of Barnstable *Permit# P ti Expires 6 monthsf onnt issue elate Regulatory Services Fee j + BARNSTABLE, ; 9 MASS. Thomas F. Geiler,Director IT plFDN1A' Building Division FEB O 3 2010 Tom Perry,CBO, Building Commissioner TOWN 200 Main Street,Hyannis,MA 02601 OF BARNSTAE3LE www.towir.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 EXPRESS PERMIT APPLICATION RESIDENTIAL ONLY Not Valid without Red X-Press Imprint Map/parcel Number JR77 0 el c? 4 Property Address V LA ®Residential Value of Work ` 00(_D. e,— Minimum fee of$25.00 for work under$6000.00 Owner's Name&Address `p lamc Cc Contractor's Name Ck)`-�tt`Z_C Telephone Number Home Improvement Contractor License#(if applicable) O Construction Supervisor's License#(if applicable) ❑Workman's Compensation Insurance Check one: ( (/� -5'�� • ��`—�� I am a sole proprietor f ❑ I am the Homeowner 'j/2� io ❑ I.have Worker's Compensation Insurance .__ InsuranceCompanyNarne Workman's Comp.Policy# Copy of Insurance Compliance Certificate must accompany each permit. Permit Request(check box) ❑ Re-roof(stripping old shingles) All construction debris will betaken to ❑Re-roof(not stripping. Going over,_existing layers of roof) Re-side #of doors ❑ Replacement Windows/doors/sliders. U-Value (maximum.44)#of windows *Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: Propert Qowner must sign Property Owner Letter of Permission. A�o of th. Home I pr ement Contractors License&Construction Supervisors License is eye red. SIGNATURE: A Q:\WPFILES\FORMS\building permit forms\EXPRESS.doc Revised 090809 The Commonwealth ofNlassachusetts Department of Industrial Accidents Office oflnvestigations 600 Washington Street �+ Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): Address: ( �kik: , St City/State/Zip:�vk Q Phone#: Are you an employer? Check the appropriate box: Type of project(required): 1.1 I am a employer with 4. I am a general contractor and 1 6. ❑ New construction employees (full and/or part-time).* have hired the sUb-contractors 2.X I am a sole proprietor or partner- listed on the attached sheet. 7, Remodeling ship and have no employees These sub-contractors have g. Demolition working for me in any capacity. employees and have workers' 9 Building addition [No workers' comp. insurance comp.insurance,$ required.] 5. We are a corporation and its 10.❑ Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their I LE] Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.[:] Roof repairs insurance required.] t C. 152, §1(4),and we have no n �+ 13.[ Other employees. [No workers' comp. insurance required.] *Any applicant that checks box tt l must also fill out the section below showing their workers'.compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy# or Self-ins.Lic.#: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c:. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK.ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. •I do hereby certify the pains nd pe Ities of perjury that•the information provided above is true and correct. Signature Date: 5 6 Phone# �c/y Official use only. Do not write in this area, to be completed by city or town official. City or Town: Permit/License# Issuing.Authority (circle one): 1.Board of Health 2.Building Department 3. City/Town Clerk 4. Electrical Inspector S. Plumbing Inspector 6. Other Contact Person: Phone#: Information and Instructions - Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute, an employee is defined as "...every person in the service of another under any contract of hire, express or implied, oral or written." An employer is defined as "an individual,partnership, association, corporation.or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver or trustee of an individual, partnership,association or other legal entity,employing employees: However the .owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance, constriction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7) states"Neither the conunonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and, if necessary,supply sub-contractors)name(s), address(es)and phone number(s)along with their certificate(s)of insurance, Limited Liability Companies (LLC)or Limited Liability Partnerships (LLP) with no employees other than the members or partners, are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a.reference number. In addition, an applicant that must submit multiple permit/license applications in any given year, need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit ermit to bum leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address, telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111. Tel. # 617-727-4900 ext 406 or 1-877-MASSAFE Fax # 617-727-7749 Revised 4-24-07 www.mass.gov/dia �1HE rod Town of Barnstable do Regulatory Services BARNSTABLE, Thomas F. Geiler,Director Hues. v� i639 Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 - www.town.barnstable.ma.us Office: 508-862-4038 Fax:, 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder as Owner of the subject property hereby authorize a�c. 3 ��(� to act on my behalf, in all matters relative to work authorized by this building permit application for- (Address of job) o Signature of Owner to Print Name If Property Owner is applying for permit please complete the Homeowners License Exemption Form on the reverse side. I� O:FORMS:OWNERPERMISSION ,1 Town of Barnstable pp"tHF Tp� o Regulatory Services saaxsresLe Thomas F. Geiler,Director mass. 9�A ,639. amp . Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER": name home phone# work phone#1 CURRENT MAILING ADDRESS: city/town state , zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside, on which there is, or is intended to be, a one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1 -Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor-(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the.homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is,a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q:\WPFILES\FORMS\homrexempt-DOC on- On HOME IflltPttCt� lrAt7 Ct�t«tTRA� 31� ` isra Eat 1 rdC P rt, g d2011 T� 2113147 Wtfe=V 'NOR KEA LLC UMe ; 415A Maim. ebtrvlle 11i1A t) tZi32 1 1pcense or registration valid.for mdrvidul before the expiration date. If found return to Board of Building Regulations and Standards One Ashburton Place Am 13111 Boston,Mi.02108 I j , '1✓ a Not valid without signature Massachusetts= Department of Public Safel Board of Building Re;ulatifins and St;�ndards Construction Supervisor License' . License: CS 66582 Restricte'd,to: 00 THOMAS C WHITE 415A MAIN ST CENTERVILLE, MA 02632 d J- Expiration: 3/1 4/201 1 Commissioner Tr#: 13613'. • f i Town of Barnstable *Permit# OX70&( � Expires 6 months from issue date Regulatory Services Fee �.� Thomas F.Geiler,Director Building Division Tom Perry,CBO, Building Commissioner JCC 1 7 Zbbg 200 Main Street,Hyannis,MA 02601 TO,W,N g www.town.bamstable.ma.us Office: 508-862-4038 BARNSTggLE Fax: 508-790-6230 EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY Not Valid without Red X-Press Imprint Map/parcel Number o` U Property Address 3�'� S CU d�c�, s C- le� a�,,,� �/Iq ,q [Residential Value of Work , b Minimum fee of$25.00 for work under$6000.00 Owner's Name&Address O D3fi' � o r�- t /9-- 0 3 S 3 Contractor's Name Fes} a_� CJM- Telephone Number Home Improvement Contractor License#(if applicable) Construction Supervisor's License#(if applicable) S cp [&Workman's Compensation Insurance Ched one: ❑ I am a sole proprietor ❑ lam the Homeowner 0,I have Worker's Compensation Insurance Insurance Company Name T Workman's Comp.Policy# _ _ �,(_, — 3 rY!�� Copy of Insurance Compliance Certificate must be on file. Permit Request(check box) Z-Re-roof(stripping old shingles) All construction debris will be taken to ❑Re-roof(not stripping. Going over existing layers of roof) ❑ Re-side ❑ Replacement Windows/door's/sliders. U-Value (maximum.44) *Where required: Issuance of this permit does not exempt.compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: Property Owner must sign Property Owner Letter of Permission. A copy of the Home Improvement Contractors License is required. SIGNATURE: Q:Forms:expmtrg Revise061306 IL - -- ' a The Commonwealth of Massachusetts Department of Industrial Accidents ' Office of Investigations ' 600 Washington Street Boston,MA 02111 www.massgov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): TAo.-� (,L1y� LLG Address: :1? 0 &X l g City/State/Zip: C j)b_u.L MA- OX3s Phone#: 56 9--YO-9 — ,:V c9— 9A Are you an employer?Check the appropriate box: Type of project(required): 1;,2�J am a employer with 4. ❑ I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. ❑ New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have g, ❑ Demolition working for me in any capacity. employees and have workers' 9. ❑ Building addition [No workers' comp. insurance comp. insurance.$ required.] 5. ❑ We are a corporation and its 10.❑ Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their I LE] Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑ Roof repairs insurance required.] t c. 152, §1(4),and we have no employees. [No workers' 13.❑ Other comp. insurance required.] *Any applicant that checks box 41 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. :Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name:_ Policy#or Self-ins. Lic.04 6 -®� t'°1 _ 1 �'� tam _/'Expiratiorl Job Site Address: 3°I $ C k .t City/State/Zip: /�-- Attach a copy of the workers' compensation policy declaration page(showing the policy num er and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby ce i the nd pe Ides of perjury that the information provided above is true and correct. Signature: CC p Date: Phone#: U��' Yoe0 ' a Official use only. Do not write in this area, to be completed by city or town official. City or Town: Permit/License# Issuing Authority(circle one): 1. Board of Health 2. Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6. Other If Contact Person: Phone#: AL ,.:I . nsa r s �sa 1.0-4 11MINNOVIE9Il9 EAST SAL TM 'XA Q 38 1 1 Board of Building o e and Standards License or registration valid for individul use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Regist 4)nn 112536 Board of Building Regulations and Standards t-0'423/2011 One Ashburton Place Rm 1301 r: Tr# 281021 Type: 0 Boston,Ma.0210g FRASER CONSTRUCTION C.O. DEAN FRASER P,) 104 TWINN VIEW IANEl E FALMOUTH,MA 02536 Administrator• Not re Ae ® e g gul � a Mar ns an ta s One Ashburton Place m Room 1301 Boston. Massachusetts 02108 Home Im.-provement•Contractor Registration Registration: 112M Type: DBA Expiration: 3/23/2011 Tr# 281021 FRASER CONSTRUCTION CO. DEAN FRASER P.O. BOX 1845 COTUIT, MA 02635 t Update Address and return card.Mark reason for change. Al 0 4OM-08/08-DBSUFORMCA108212008 ❑ Address ❑ Renewal El Employment ❑ Lost Card RightFax C2-2 9/29/2009 5 : 35:22 AM PAGE 2/002 Fax Server ACORD. CERTIFICATE OF INSURANCE DATE(MM\DD\YY) 09-29-09 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION! ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE WISE&QUINN INS AGCY IN HOLDER. THIS CERTIFICATE DOES NOT AMEND,EXTEND OR 449 PLEASANT ST ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. COMPANIES AFFORDING COVERAGE BROCKTON,MA 02301 COMPANY 24WCB A HAR17ORD GROUP INSURED COMPANY B FRASER CONSTRUCTION LLC COMPANY P.O.BOX 1845 C COTUIT,MA 02635 COMPANY D COVERAGE THIS 15 TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUE070 THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY MAY PERTAIN.THE INSURANCE AF O DED B+YTHE-POLICIES DESCRIBED HEERR CONDITION OF ANY AEIN S SUBJECT TO CT oROTHER A LTHETEHRMS,EXCLUSION RESPECT TO S AND CONDITIONS F SUCH POLICIES.CH THIS CERTIFICATE MAYBE ISSUED OR LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. CO POLICY EFF POLICY EXP LIMITS LTR TYPE OF INSURANCE POLICY NUMBER DATE(MM%DD\YY) DATE GENERAL LIABILITY GENERATE-COM /OP $ COMMERCIAL GENERAL PRODUCTS-COMP/OP INJURY $ CLAIMS MADE OCCUR. PERSONAL&&ADV.INJURY $ EACH OCCURRENCE $ OWNER'S&&CONTRACTOR'S PROT. FIRE DAMAGE(Any one fue) $ MED.EXPENSE(Any one person) $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ ANY AUTO ALL OWNED AUTOS BODILY INJURY(Per Person) $ SCHEDULE AUTOS BODILY INJURY(Per Accident) $ HIRED AUTOS PROPERTYDAMAGE $ NON-OWNED AUTOS GARAGE LIABILITY ANY AUTOS AUTO ONLY-EA ACCIDENT $ OTHER THAN AUTO ONLY: EACH ACCIDENT $ AGREGATE $ EXCESS LIABILITY EACH OCCURRENCE $ UMBRELLA FORM OTHER THAN UMBRELLA FORM AGGREGATE $ WORKER'S COMPENSATION AND A EMPOLVER'SLIABIUTY UB-0341M556-09 09-26-09 09-26-10 S LIMITS X500,000 THE PROPRIETOR/ EACH ACCCIDENTIDENT $ PARTNERS/EXECUTIVE INCL DISEASE-POLICY LIMIT $ 500,000 OFFICERS ARE: X EXCL DISEASE EACH EMPLOYEE $ 500,000 OTHER DESCRIPTION OF OPERATIONS/LOCAMONSNEHICLES/RESTRICTIONS/SPECIAL ITEMS THIS REPLACES ANY PRIOR CERTIFICATE ISSUED TO THE CERTInCATE HOLDER AFFECTUVG WORKERS COMP COVETRAGP_ CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE FRASER CONSTRUCTION LLC EXPIRATION DATE THEREOF,THE ISSUING COMPANY WILL ENDEAVOR TO MAIL 10 DAYS W RITTEH NOTICE TO THE CERTIFICATE HOLDER NAMED TOTHE LEFT,BUT PO BOX 1845 FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LUIBIUTY OF ANY KIND UPON THE COMPANY;ITS AGENTS OR REPRESENTATIVES. COTUIT,MA 02635 AUTHORIZED REPRESENTATIVE ACORD 25-5(310) Ramani Ayer Date: 10/21/2009 Time: 2:16 PM To: 15084280123 @ 915oe4280123 Frank D 3/4 Oct, 20. 2009 2 ; 01 PM No. 4570 P. 2 - Fraser Construction LLC CONSTRUCTION !P P.O. Box 1845, Cotuit MA. 02635 ROOFING & SIDING SPECIALISTS Email:fraser construction@yerizon.net "J�8-428�22�Z www_fraserr6ofinit.com FAX 1-508-428-0123 HICL#112536 CS#97668 RE-ROOFING PROPOSAL, DATE; September 10, 2009 Revised 10-20-9 NAME: Mark Freitag / Frank Kerwick PHONE: 508-558-0456 MAIL ADDRESS: P O Box 43 East Falmouth, MA 02536 JOB ADDRESS: 639 Scudder Ave. Hyannis Port, M.A, FRASER CONSTRUCTION hereby proposes to perform the following services in a neat and professional litre manner and in accordance with the manufacturer's specifications and local building code. -Remove and Haul away all of the old roofing material -Re-nail all plywood sheathing as needed. Supply and Install - CERTAINTEED LANDMARK ULTIMATE: Lifetime Warranty, 10 year sure start protection, CLASS A FIRE RATED, ALGAE Resistant, Extra Heavy Weight, Self Sealing, Multi-Layered, triple-layer thickness, Laminated Architectural Style, Fiberglass Based Asphalt Shingle with New England's Exclusive COPPER/CERAMIC Stones with a loll 15-year Warranty against ALCYAE Containment. 10 year 110 mph wind-resistance warranty, Wind warranty upgrade to 130 mph when CertainTeed starter &CertainTeed hip & ridge are used. See actual warranty for specific details and limitations. Fraser construction includes six nails in common bond area at NO additional cost. Color: Weather Wood PRICE- !$16,900 Initial Price includes Landmark Ultimate shingles on Main and Cottage, with ridge roll copper cap. Installing Jet Blocks and new fascia on driveway side cottage. Sup Ply & 1nstall- CertainTeed Winter- Guard: (ice &water shield) Waterproof Underlayment System. (aft. on eves and valleys, 18" on rapes, walls, and skylights) Supply &Install - Roofer's Select Underlayment Paper (as recommended by CertainTeed) Supply 8c Install - (Soffit Venting) Hick's Ventilated Drip Edge or g" Aluminum Drip Edge with existing soffit vents Supul & Install- Aluminum & Neoprene Soil Pipe Flashing Supply 8a Install -Ridge Vent - Shingle Vent 11 (as recommended by CertainTeedl Date: 10/21/2009 Time: 2:16 PM To: 15084280123 @ 915084280123 Frank D 4/4 Oct, 20, 2009 2:01 PM No. 4570 P. 3 Cle$n & RCMOVO —Debris from work area daily. *4 Star Warranty Upgrade will be applied if proposal is signed and returned within 10 days. (see enclosed brochure) NO MONEY DOWN-NO Payment at the start or part way thru Payments accepted are: CASH- CHECK- MASTERCARD -VISA-AMERICAN EXPRESS Any payments not made within 30 days of completion will be charged 1,5%for every 30 days the payment is late. Possible Mora-After the shingles are removed from the roof, we will lift one sheet of plywood to make sure that the insulation is not up against the plywood sheathing preventing ventilation from the eaves to the ridge. If it is, ventilation panels will be installed by; removing the plywood sheathing, installing the panels, turning the plywood over and then re-installing the plywood. If needed, this would be charged for as an extra at the rate of$6.00 per panel including Materials&Labor. There are 6 Panels per sheet of plywood. Possible Extra -Any rotted or otherwise deteriorated trim, boards, plywood sheathing, lead flashing, or other carpentry needing replacement will be done and charged for as an extra at the rate of$60.00 per hour, plus 15% mark-up materials FRASER CONSTRUCTION Warranties the labor for 12 years FRASER CONSTRUCTION Warranties the shingles against Blow-Offs for 30 years. CERTAINTEED Warranties the shingles and labor 100% through the Sure Start Warranty duration. CERTAINTEED Warranties the shingles to be ALGAE resistant for the duration of the Sure Start Warranty depending on the shingle that was purchased. Any deviation or alteration from above specification will be executed upon written orders and will become an extra charge over and above the estimate. All agreements contingent upon strikes, accidents or delays are beyond our control. Owner should carry fire, tornado and other necessary insurance upon the above work. We, if not accepted within thirty days may withdraw this proposal. FRASER CONSTRUCTION, LLC: Carries Workman's Compensation and Public Liability Xnsurance on the above work, certificate available upon request. DATE OF ACCEPTANCE: 0 owner Ira or C strtr:ctxon, LLC '{ 5z Fraser Construction LLC P.C. Box 1845 Cotuit NM. 02635 x. - Email: fraser construction@verizon.net www.fraserroofin com FAX 1-508-428-0123 �� MCL,#112536 CS#97668 RE-ROOFING L D&TE: September 10, 2009 Revised. 10-20-9 14A, Eo Mark Frceitas / Frank Kerwicck PHONE.° 508-568-0456 rAA►.IL .ADDRESS. F ® Box 43 East Falmouth, MA 02636 J03B .ADDRESS: 639 Scudder Ave. Hyannis port, MA f'RASER CONSTRUCTION hereby proposes to perform the following services in a neat and professional like manner and in accordance with the manufacturer's specifications and local building code. -Remove and Haul away all of the old roofing material -Re-nail all plywood sheathing as needed. ARW 2,44 Install - CERT.AIN'TEED LANDMARK ULTIMATE: Lifetime Warranty, 10 year sure start protection, CLA=SS A FIRE 1:.A`r`E'D., ALGAE Resistant, Extra Heavy Weight, Self Sealing, Multi-Layered, triple-layer thickness, Laminated Architectural Style, Fiberglass Based Asphalt Shingle with New England's Exclusive COPPER/CERAMIC Stones with a Full 15-year Warranty against ALGAE containment. 10 year 10 mph r-,rhiq_--:i esistavice warra-uty, Wind warranty upgrade to :L30 mph when CertainTeed starter & CertainTeed. hip & ridge are used. See actual warranty for specific details and limitations. Fraser construction includes six nails in common bond area at NO additional cost. Color: Weather Wood PRICE- $:L6,800 Initial Price includes Landmark Ultimate shingles on Main and Cottage, with ridge roll copper cap. Installing Jet Blocks and new fascia on driveway side cottage. SUR IV & Install. - CertainTeed Winter- Guard: (ice &water shield) Waterproof Underlayment System (3ft. on eves and valleys, 18" on rakes, walls, and skylights) �t��P�1gT & Insttall- Roofer's Select Underlaym.ent Paper (as recommended by CertainTeed) SUPP-1Y & Install - (Soffit Venting) Hick's Ventilated Drip Edge or 8" Aluminum Drip Edge with existing soffit vents S ply 8� Install - Aluminum & Neoprene Soil Pipe Flashing i I §gRgjy7 & Install.- Ridge Vent - Shingle Vent 11 (as recommended by CertainTeed) i a� ReMOVe - Debris -From ;�rorF� ca ®lanIly. 4 Star Warranty Upgrade win be applied if proposal is signed and returned within 10 days. (see enclosed brochw'c) NO MONEY DOWN- NO Payment at the start or part way thru ' Payments accepted are: CASH- CHECK- MASTERCARD -VISA-AMERICAN EXPRESS *Any payments not made within 30 days of completion will be charged 1.5%for every 30 days the payment is late. Possible Ektra-After the shingles are removed from the roof, we will lift one sheet of 1 plywood to make sure that the insulation is not up against the plywood sheathing preventing ventilation from the eaves to the ridge. If it is, ventilation panels will be installed by; removing the plywood sheathing, installing the panels, turning the Plywood over and then re-installing the plywood. If needed, this would be charged for as an extra at the rate of$6.00 per panel including Materials & Labor. There are 6 Panels per sheet of plywood. Possible Extra -Any rotted or otherwise deteriorated trim boards, plywood sheathing, lead flashing, or other carpentry needing replacement will be done and charged f an extra at the rate of$60.00 per hour, plus 15% mark-up materials g °r as FRASER CONSTRUCTION Warranties the labor for :l2 years FRASER CONSTRUCTION Warranties the shingles against Blow-Offs for 10 years. CERTAINTEED Warranties the shingles and labor 100% through the Sure Start Warranty duration. CERTAINTEED Warranties the shingles to be ALGAE resistant for the duration of the Sure Start Warranty depending on the shingle that was purchased. Any deviation or alteration from above specification will be executed upon written orders and will become an extra charge over and above the estimate. All agreements contingent upon strikes, accidents or delays are beyond our control. Owner should carry fire, tornado and other necessary insurance upon the above work. We, if not accepted within thirty days may withdraw this proposal. FRASER. CONSTRUCTION, LLC: Carries Worlkman's Compensation. and Public Liability Insurance on the above work, certificate available upon re. quest. DATE OF ACCEPTANCE: HOMeOWner Fraser C� struction, LLC TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION, Map Parcel (� 4 Application # - Health Divisioh '-Date Issued Conservation Divi ion4'-'� {;,Application Fee Planning:Dept: Permit Fee' Date Definitive Plan Approved by Planning Board Historic - OKH Preservation/ Hyannis Project St r t Address 60, o v F Village Owner —OiAs Address 10 S?NI� C., �XO Cr. Telephone _ RcAo Permit Request � `--- C. Square feet: 1 st floor: existin �l proposed 2nd floor: existing(3 10 proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation S Gam. O y Construction Type WL-.xD 0 Lot Size d•'s,` Grandfathered: ❑Yes L&No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(# units) Age of Existing Structure G Historic House: XYes ❑ No On Old King's Highway: ❑Yes X No Basement Type: 14 Full 'Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) d Basement Unfinished Area (sq.ft) C) Number of Baths: Full: existing L� new Half: existing 1 1—ne — Number of Bedrooms: L existing —new U) Total Room Count (not including baths): existing (T new First Floor R� i Count -n Heat Type and Fuel: 0 Gas ❑ Oil ❑ Electric ❑ Other R� t cn Central Air: Yes ❑ No Fireplaces: Existing New Existing wood/ oal stoves❑` ❑ No vo Detached garage:14 existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing anev;;,;size Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: _+ Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use - - - APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name A40wor3 ca► Telephone Number �y v " 7 R� `c 3��v Address y�� W\✓��.-u � License # 66J 8 D , w �A Home Improvement Contractor# Worker's Compensation # Vv to ALL CONSTRUCTION DEBRIS R FROM THIS PROJECT WILL BE TAKEN TO we ,ULTING SIGNATURE y DATE I FOR OFFICIAL USE ONLY r t APPLICATION# DATE ISSUED .} MAP/PARCEL NO. - ,y ADDRESS VILLAGE r OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION y ON PLAN NO. Y 1 t The Commonwealth of Massachusetts .Department of Industrial Accidents, Office of Investigations 600 )Washington Street 73ost011, ATA 021JI www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/FIectricialls/Plumberg A licant Information Please.Priut Le gib NaMe (Business/Organizatiow7ndi AduaI). Address S- A �, t(1�c V City/State/Zip� ut Phone.#:� ��`� yg Are you an employer? Check the appropriate box: Type of project(required): 1.❑ l am a employer with 4. ❑ lam a general contractor and 1 6. ❑New construction employees (full and/or part_time).* have hired the snb-contractors 2. I am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have g. Demolition working for me in any capacity. employees and have workers' 9 Building addition Gomp• insurance.t [No workers' comp.insurance S. [] We are a corporation and its 10.❑Electrical repairs s or addition required.] 3.❑ I am a homeowner doing all work of3='icers have exercised Their I I.❑Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 110 Roof repairs in.�,ranco required.]t c: 152, §1(4), and we have no' 13.❑ Other employees. [No workers comp.insurance required.] 'Any applicant that chccla box#1 must also fill out the section below showing their workers'compensation policy information. t Homcownc"who submit this affidavit indicating they ore doing all work and then hire outsidc contractors must submit a new affidavit indicating such. tContractors that cheek this box must attached m additional sheet showing the name of the sub-onh-actors and Alta whether or not those entides have employees. If the sub-contractors have cmploycek,they must providb their workm,comp.policy number. am an employer that is providing workers'compensation insurance for my employees Belartv is the polity,an 1" d job site information. Insurance Company Name: . Policy# or Self-ins. Lic.#: Expiration Date. Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page (showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to-the imposition of criminal penalties of a fine lip to $1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to $250.00 a day against the violator. Be advisrd that a copy of this statement may be forwarded to the Office of Investigations of the bTA for insurance coverage veri:Ecation. I do hereby certi n the ' s•a pen of p erjury tln.at the information provided above is tr e and correct. Si ature: Date: J� 0 1'lionc# Lq�_DcC) Official use only. Do not write in thi area, tb be completed by city or town official City or Town: Peradt/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3. City/Town Clerk 4. Electrical Inspector S. Plumb ing•Inspector 6. Other Contact Person: Phone fl: ons Information and Inst 'U.Ct" Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their.ernployees: Pursuant to this statute, an employee is defined as "...every person in the service of another under any contract of hire, express or implied, oral or written." An employer is defined as"an individual,partnership, association, corporation or other legal entity, or any two or more of the forcgoing,cngaged i.n a joint enterprise, and including the legal representatives of a deceased employer, or the receiver or trustee of an individual,partnership, association or other legal entity, employing employees, However the owner of a dwelling 4ouse having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6) also states that"every state or local licensing agency shall idthhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the cornmomsvealth for any applicant who has not produced•acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7) states 'Neither the commonwealth nor any of its political subdivisions shall enter•into any contract for•the performance of public work until acceptable evidence of compliance with the insurance an requirements of this chapter have been presented to the contracting authority." Applicants Pleasc fll out the workers' compensation affidavit completely,by checking the boxes that,apply to your situation and, if . necessary, supply sub-contractors)name(s), address(cs) and phone numbcr(s) along with their certificate(s) of insurance. Limited Liability Companies(LLC) or Limited Liability Partnerships (LLP)with no employees other than the members or partners,are notreq'cd to carry workers' compensation insurance. If an LLC or LLP does have this affidavit may be submitted to the Departmen trial t of Indus employees, a policy is required Be advised that Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit The affidavit should be returned to the city or town that the'application for.the permit or license is being requested, not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the nurrtbcr listed below. Self-insured companies should enter their self-iznsuranGo liccnsc number on the appropriate line. City or Towp Officials Pleasc be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/l.iccnso number which will be used as a refczcncc number. In addition, m applicant that must submit multiple permit/l censc applications is any given ycax, need only submit onp affidavit indicating current policy information(if Aecessary) and.under`lob Site Address" the applicant should write"all locations in (city or town).".A.cbpy of the affidavit that has been ofFacially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. Anew affidavit must be filled out each year.Whcro a home owner or citizen is obtaining a license or permit not related io any business or commercial venture (Lc. a dog license or-permit to brim leaves etc.) said persog is NOT required to complete this affidavit. The Office of Investigations would lice to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a Cali The Department's address, tclephone•and fax number: The CbmmozlwWth of Massarhusats Dppa tment of ladix al A.ccid(-,nts Office of 7ztvestigati.oas 600 Washi toza Street Boston, MA 02111 TcL # 617•-727-490.0 ext 406 w 1-877-MASSAFE Fax# 617-727-7749 Revised 11-22.06 www.maz ...gov/dia �oFYrier�2 Town of Barnstable Regulatory Services BA"STABLE, - Thomas F. Geiler, Director toss. $ Building ]division Tom perry, Building Commissioner . 200 Main Street, Hyannis, MA 02601 www.toivn.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application for: Ale (Address of job) Signatu of O ner Date Print Name ` If Property Owner is applying for permit please complete the Homeow nets License Exemption-Form on th•e reverse side. Town of Barnstable y�voftHer��T Regulatory Services * Thomas F. Geiler, Director t BARNSI'ABLE, MASS. Building Division i67p. prF4 rya Tom Perry,Building Cotnrnissionet' 200 Main Street, Hyannis., MA 02601 ,A'wjy,town.barustable-ma.us Fax; 508-790-6230 Office; 508-862-4038 _ HonfEowl\`Elt LICENSE EXEMPTION Please Print DATE: JOB LOCATION: street village number "�IOMEOWNER": home phone N work phone# name CURRENT MAILING ADDRESS: city/town state zip code • s'of six units or less and it ied dwellm , e ovnei-occ • . cuizent exem lion for'homeowners was extended to include P � "" The P ed that the owner acts as rovid to allow homeowners to engage an individual for hire who does not possess a license, r? supervisor. DEJ+MNITION OF HOn1EOwNER whi ch fl�ere is or is in to s who owns a parcel of land on'which he/she resides or intends to reside, on. , Person( ) w be, a one or two-family dwelling, attached or detached structures accessory to such use and/or farm structures, A person who constructs more than one home in a iivo-year period shall not be considered a homeowner, Such "homeowner"shall submit to the Building Official on_a form acceptable to the Building Official, that he/she shall be responsible for all such work performed under the building permit• .(SPc60r`.'1-.9-1',1) The undersigned er,, assumes responsibility for compliance with the State Building Code and other "homeowner,, applicable codes, bylaws,rules.and regulations. The undersigned "homeowner"certifies that he/she understands the Town of Barnstable Building Department minim inspe 'on procedure and requirements and that he/she vfill comply with said procedures and req nts Si at e Romeo er Approval of Building Official Note; Three-family dwellings containing 35,000 cubic feet or larger will be required.to comply with the State Building Code Section 12TO Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 1 o9.1•,l-Licensing of construction Supervisors);provided that if the ho,mcowncr engages a person(s)for hire to do such work, that such HDmCo\Yncr shall act as svpervisor," Many homeowners who use this exemption arc unaware that they arc assuming the responsibilitics oCa supervisor(see Appendix Q, Rules&•Regulations for Licensing Construction Supervisors;section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would h�[h a licensed Supervisor. The homeowner acting es Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a forn-i/ccrtification for use in your community. Y� t PROPOSED RE-ROUTED PLUMBING I _ .EXIT LINES TO BE CONNECTED ' 'INTERIORLY TO EXIT IN AREA -/• SHOWN `1 t41:82 - +46.76 - ITY NTH PLUMB(CONFIER RM PRIORFEASIS O INSTALLING" L•46.57 ANY PORTION OF SYSTEM). I1 GAS +\41.56 1 LOT AREA q, _ - / 24.274 *SF 45 spa- I I GRAVEL / 80.Op' -- 37.9f 1 46. 5. 36" MAPLE LAWN 4q� \_I,E.�AA.v.__ ¢�/ 2 •� 41.02 DRIVE/ OH WIRES 4`r47-'-};45.24 45. ..�\ -- 43\4 +4 40! \r� v0 .� �" / - O 1 9.84 6.3� •�-45:43- .16� _ �GAsLmE \ •kd0.00 � /.. �"'�'-�- -- o t OH E I --. .44 INV OUT -INV OUT EL=44.18' EL-44.43' __ \ i EXIST. - .75 , Y1� 7 EXISTING +. I i // - / 7.91 .04 GARAGE 45. . 6 a5.5 •\ DWELLING O _ .73 I 5'REMOVAL OF UNSUITABLE SOIL REOUIREO �46.02 �_ 30" MAPLE 1 / / / 1' �'• b AROUND PERIMETER OF LEACHING FACILITY. 43.85/ -/ 41.1 0 DOWN TO SUITABLE SOIL LAYER. REPLACE w i i 'S�5 45„-3 . / ' WITH CLEAN MED. SAND. _ 1 4 .22 74 q _ II . 3 Q d 1 _ WATERl1N--- I •1 45.60�1 GARAGE W/ .4.q '6`y.59.1 44.63 _- ROOMS 39 9. 01 i. -+45.51 '�--1-44.50 /' I ABOVE J �I O I •� Y SLAB .n p 1 If . - 0�4 3 I EL=41.5' Y2..1< �1 p 9 LU; I .. at I / INV OUT 1' ` 10" MAPLE +t4�.4 EL.e40.33' __ _ 1 d x PROP.VENT WRH CHARCOAL FILTER +agq - LgWp1 U AND BUGSCREEN (FINAL PLACEMENT BY i LAWN I CONTRACTOR WITH HOMEOWNER - 1n / CONSULTATION) * Ez 44.71 p,9 1, / / / S7 /I 7.72. .. �I `24" MAPLE /.+u.52. 'F44-31- I .F 47�2-42.76 1 / 4-4423 _ .�� p __�-")-F�42.92 / .\ x BENCHMARK: USE GARAGE . . ". A78 SLAB AT ELEVATION 41.5' 197. \\SERVERUnd Projects 2007\05-291 B0RT_)AXTI14ER\dwg\05-291SP.dwg,7/27/2009 4:24:35 PM,Tabtold, 1:20 vv (�q SCuO�—qx Akfl MEN �X� 2 1� O. S a 57 SST S L t 7 Y ( Xc-1 tk(A)6QlE cxX •_. IVlu�yochusetts- Deportment of Public SOON Board.of Buildin,, Relgulations and Stunduids Construction Supervisor License License: CS 66582 . Restricted to: 00 THOMAS C WHITE 415A MAIN ST isµ CENTERVILLE, MA 02632 Expiration: 3/14/2011. , Tr#: 13613 ('ununisiinci i; Bf�q g eguTatioifs an an ar" s ---.- - - HOME IMPROVEMENT CONTRACTOR Registrat on: 1,23702 Expiration-3/28/2011 Tr# 283147 �� Ty a vDl3A Thomas.C.White WOODWORKE�F:j LLC -Thomas White 415A Main St ` Administrator Cb6trville,MA 02632�� - , _ _ I w dul `ense,or reg►stration valid f found return l L c. r gyration date. 1f tandards . ' - ,before the expiration ulations and,S.„ - uilding.Reg Board of.B 1301 - shburton Place Rm ,;.One A ,. 't Boston,Ma•02.108 - r Not valid w►thout signature J r - TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map + �� Parcel L- Permit# 90 ai? Health Division _2 (J r / Date Issued -21946 Conservation Division I I Ci IDS Fee to i Tax Collector 1�:` EXISTING§EPTIC SYSM I1 �0 Treasurer u MMD TO OF BROOMS ►P+ Planning Dept. Checked in By Date Definitive Plan Approved by Planning Board �p\proved By Historic-OKH Preservation/Hyannis O P C►,cNS2-5- Project Street Address (O 31 Village rt yi A,rl rt(S �p0 rt Owner ALL e12-E I r&5 Address 1� Q.UQ Anvtrs Telephone C �) q`) I - CI L[ C/,� u0 cHAW6E F00-1-re_(Al r- U u[ 4C. 50MT kJ/416 EAW K&67 K/TT41te 1 Permit Request W0It ew ,t t "I CreAd1a ka k&.e1, -t w/nx ee!/a,e, - AlleW Cvz'.a om�X.a..s�e� C c XCV / 4o /At 6 'e- Square feet: st floor: eZlh ' proposed C) 2nd floor: existing proposed �_ Total new Valuation 6 Zoning District Flood Plain Groundwater Overlay Constructio 010ev Lot Size Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family D" Two Family ❑ Multi-Family(#units) .b Age of Existing Structure Historic House: 3"Yes ❑No On Old King's Highway: ❑Yes ❑ No ftP"tot/a'D 13K Basement Type: ❑Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) CD j G� Number of Baths: Full: existing new Half: existing new 3 Number of Bedrooms: existing new Total Room Count(not including baths): existing new First Floor Room C60-d t r Heat Type and Fuel: 0 Gas ❑Oil ❑Electric ❑Other Central Air: ❑Yes ❑No Fireplaces: Existing New Existing wood/coal stov ❑Yes 0-N0 Detached garage:0 existing ❑new size Pool:O existing 0 new size Barn:0 existing ❑new size Attached garage:❑existing ❑new size_ Shed:0 existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑ No If yes, site plan review# ,Q Current Use Re51 dt n"h a, Proposed Use � l�°S f � ruh c,I ..ff .BUILDER INFORMATION:.__ Name G-J •�J a"nu r-. fJ u,( (d i r, ly)C,'Telephone Number C 5bg) n rl 2% 4q I/ Address 42) 05AVe1 License# Ew a VVYI.15 , M 0 2f¢01 Home Improvement Contractor# U d Worker's Compensation# 5y006 Tao/ 9005 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO S S f.(-r - SIGNATURE DATE ►. , 1 , _ I FOR OFFICIAL USE ONLY PERMIT NO. _ DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER _ DATE OF INSPECTION: r FOUNDATION °� -0 't.. FRAME Q e ff! / INSULATION FIREPLACE a 'T� '�Z®! - ®rC 44-��-o ' ELECTRICAL: CQU-O FINAL } ® _ i � PLUMBING: lot H FINAL ; GAS: AL 9H FINAL p FINAL BUILDING Ste:a-� .� PVZ-- , DATE'CLOSED OUT - ASSOCIATION PLAN NO. 01/23/260-6 12:23 5083625269 IAORTHSIEtE DESIa! PAGE 01 Permit Number REScheck Compliance Certificate Checked>3ymate Massachusetts Energy Code RESchea@ S01wW-e Version 3.6 Release 2 Data filename: C:1Ptrngmn FilcclCh,eck\RE3Schcek,alient ftpottslFREI'TAS.rclk 'PROJECT TITLE; Proposed Addition CITE': Hyannis STATE: Massachusetts HDD-. 6137 CONSTRUCTION TYPE: 1 or 2 Fernily, Dctached l=EATING SYSTEM'TYPE: Other(Nan-Electric Resistance) WINDOW I WALL.RATIO: 0.14 DATE: 01/23/06 DATE OF PLANS: 1/23!06 PRQJFCT DESCR.TFTLON: Freitas Residerce 639 Sraddcr Avenue Hyannis Port DESIGNER/CONTRACTOR: Nordisidc 17csign Associates COMPLIANCE: Passes Maximum UA 135 Your Home UA= 116 1.4.1%Better Than Code(UA) cYross fyl:saieg Area or Cavity Conic or Door fmn R-Value Ceiling 1.: Flat Ceiling or Scissor Truss 393 30.0 0.0 14 Wall I: Wood Frame, 16".o.c. 852 16.0 0.0 47 Window 1: Wood Frame.Double Pane 90 0.330 26 Door 1: Solid 18 0.140 3 Door 2: Glass 40 0.330 13 Floor 1: All-Woos!Joist/Truss-Over Unconditioned Spam 393 30.0 0.0 13 COMPLLANCE STATEMENT: The proposed 1widing desigr.described here is cansistent with the building pl.sns, specifications, and other,calcul aligns submitted with the permit applicatioti. The t+roposcd building has bccrt designed to meet the Massachusetts Energy Codc tequiremeni:s in RFScheck Vcisi@n 3.6 Rolcmc 2 (formerly MFCchcxk) and to comply with the tr,andatoty rcquiycmvnts listed in the RE,Scheck Inspection Checklist. f 01/23/2006 12:23 5082625269 NOR71HSIDE DESIG^11 PAGE 02 Tbo.hcat*load for this building,and the cooling load if8 ropriatc, has bow deteamined using the applicable Standard Desip Conditions fDund in the Code. The HIVAC equipment selected to.1seat Or cool the Wilding shall be no greater than 125%ofthe design load as spceified in Sections 780CMR 1310 and MA Bui lder.'Dcsiguct ate 02/23/2C,66 12:23 5083625269 NORTHSIDE DESIa,' PAGE 05 Tahre J: lbinimum Insulation Thickens for Circulattng Hod DWa1tr pipes. in 'miles by p 1-{eated Water N I R fixture t Flt F1 �lRslaEin� ti1ae��.tuati RtY m_ � 170-190 0,5 1.0 1.5 140-160 0 2.5 .5 0.5 D.0 1.5 100-130 0.5 0-5 0.5 1,0 7-able 2: .Y"imlm Insulation TPtidmamfir HVAC Pips. rDuid Temp. T Heating Systettes LULLE Low Pressutc/Temperatm 201-250 1,0 1.5 1.5 2.0 Low Tempt-rature )20-200 0.5 1.0 1.0 1.5 Stcam Condensate(for feed water) Any 1 0 1.0 1 & d U Cooling Systerm Chilled Water,Rcfrigermt, 40-55 0.5 0.5 0.�5 and B7inc 9 1.0 Below40 i..0 l,0 i.5 1.5 NOTES TO FIELD(Build.itzg Dcpanmmet Use WY) °FZME�°� Town of Barnstable Regulatory Services ■ARNSTABLE, ' Thomas F.Geiler,Director 2639. rEp .� Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-403 8 Fax: 508-790-6230 Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. Type of Work: )AW Oir 444t660 WUA, Estimated Cost 260,dgo Address of Work: to&q S ak d e r R-zL( Cul n i s Part Owner's Name: MV k T z/fA S Date of Application: 41 I� I hereby certify that: Registration is not required for the following reason(s): ❑Work excluded by law ❑Job Under$1,000 ❑Building not owner-occupied El Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c.142A. SIGNED UNDER PENAL tF ERJURYI hereby apply for a permit as the agent of the owner: �-iNUX t l O(o 0 *Dakr= Contractor Name Registration No. OR Date Owner's Name Q:forms:homeaffidav 91te eomwwwweald a Board of Building Regula ions and Standards One Ashburton Place - Room 1301 Boston. Massfachusetts 02108 Home Improvement:Contractor Registration - Registration: 110609 Type: Private Corporation I � Expiration: 11/3/2006 E J JAXTIMER. BUILDER, INC. - � ERNEST JAXTIMER iL., 48 ROSARY LN HYANNIS, MA 02601 A Update Address and return card.Mark reason for change. BPS-CA1 0 50M-04iO4-c101216 E].Address F] Renewal Employment ❑ Lost Card �� ✓lae i�omvnza7uilea�l�i o�../e�aaaz��ui-aelta �'� �!, f BOARD OF BUILDING REGULATIONS ' } License CONSTRUCTION SUP6 "ISOR .3 Number Ct 003251 _ � Birthdat—e—T�1�4�L�956 � t r.,1�•x- � �sf �I Expires" O f4 DQ!? Tr.-no: 1W27RE j Restr�cte� QQ !;E$ 4 ER( EST J JAXTIMER a ' 48 ROSARY H154lVNIS IVIA 0260:1 Atlministrator ' °� r Commonwealtijof. Massachusetts Place Original Department of Public Safety/ 1" X 11/4" Photo here. Board of Building R i gulatlons and Standards Tape over face LICENSE REN�WAL APPLICATION cl Ptr with clear tapp e to LICENSETYPE:'CS LICENSE NUMBER RENEWALFEE secure. CONSTRUCTION SUPERVISOR LICENSE CS00003251 $100.00 Construction-CS, BIRTHDATE RENE)VAL DATE AMOUNT ENCLOSED Concrete Tech-CT 01/14/1956 01/142006 Hoisting-HE must have. PLEASE RETURN THE ENTIRE FORM WITH PAYMENT TO THE ADDRESS BELOW. 1" X 1 1/4" Photo. ❑ Check Box if you have a change of address- i. print new address/corrections below. ERNEST J JAXTIMER 48 ROSARY LANE HYANNIS, MA 02601 LICENSE NUMBER CS00003251 Restrictions Description: 00 00-35,000 cf enclosed space (MGL C.112 S.60L) �t _ 1A-Masonry.onty 1G-.1&2 Family Homes �} Failure to possess a current edition of the " Massachusetts State Building Code s cause for revocation of this license. Instructions: 'LICENSES NOT RENEWED BY THE EXPIRATION DATE SHALL BECOME VOID,AND SHALL AFTER ONE YEAR BE REINSTATED ONLY BY RE-EXAMINATION OF THE LICENSEE.' (Authority C.43,C.146 C.148,MGL) ENCLOSE CHECK OR MONEY ORDER FOR THE REQUIRED RENEWAL FEE.(PLEASE SUBMIT A SEPARATE CHECK FOR EACH LICENSE RENEWAL WITH THE THE LICENSE NUMBER WRITTEN ON THE FRONT OF THE CHECK.DO NOT MAIL CASH). MAKE PAYABLE THE 'COMMONWEALTH OF MASSACHUSETTS'. MAIL THE ENTIRE RENEWAL FORM WITH PAYMENT TO THE ABOVE ADDRESS.ALL CHANGE OF ADDRESS REQUEST MUST BE SUBMITTED IN WRITING. Remit to: Department of Public Safety P.O Box 414376 Boston MA.02241-4376 I certify under penalties of perjury that to the best of my knowledge and belief the license information above is correct and I have filed all state tax returns and paid all state taxes required by law. (Authority: C.6 49A, MGL,as amended by C. 233.Acts of 1983) IL1(oc' gnature of Applicant Required Date You must include a recent photograph with this application. The photographs should only include from the shoulders and above and must measurer x 1 1/4 ' :Outdated and photocopies will not be accepted. Please write the license number on the back,of the photograph before affixing it to the application.The.application will not be processed by the Department unless you submit a complete application,Including a recent photograph. r 11/01r•2005 13.23 FAX 2125041390 Mark: Freita FC1:I 10002i002 1i1a1/2005 23:09 5087754909 Town of Barnstable Regulatory Services Thomas P.GtUer,Dimtor Building Divivion g Tope Ferry, Buildlat Commiosioner 200:Main St.e&t Hyawis,Mk 0260, wwwotowmborWabie.m a.us �7s-,V*q office; 508-862-4038 F", !084".05 Trope;rty 0;%mer must Complete,and Sign This Section If Using A Builder a ,a: Owner of the subject property hereby autho7dzg Ti9 Z{ il7F° itl A iEiE eo act as ray behalf, in allsaatt�zs reiadve to wQr1-authorized by this build uS peru it applic.atian for; (Addxess of Job) b 5,iguatuCe f er ?aat `IInrjJ tr,1Nn�=e . Q:F�RMS:OWNERPBF.2�S92dht L r GENERAL NOTES, ��•' ° Kraba OOK u • 1 FRwoe imwr VENT FOR DRTtlt TNRN tVALL u .. CONTRACTM TO DCVEWT6A79 TNL DIRECTION AND .. l i vl Twcm* M OF TNC.SECOND FLOOR FRAMING - -=Y VERIFY TWT 0tPWDIG ANY TARTTTIONb DOEJ! .. N . NOT COFRRO'Nbe'TNE"bTRDCTYRAL INTEGRITY - a TNC ROOF m CEWNCL DE,R RE IMPORTANT• UPGRADE REQUIRED STATE BU ILDING CODE REQUIRES THE UP GRADING OF �a e�; �- �. . . SMOKE DETECTORS FOR THE ENTIRE DWELLING WHEN FIgy�o ONE OR MOREL SLEEPING AREAS ARE ADDED OR CREATED !6,g - NOTE: A SEPARATE PERMIT IS REQUIRED FOR THE $ $= R KITc1aEN DESK W/ soOCCASE INSTALLATION OF SMOKE DETECTORS-THE ELECTRICAL. ° ° �-F° ---- ---- PERMIT DOES NOT SATISFY THIS REQUIREMENT. OPINE E D PORT SMOKE DETECTORS REVIEWEDL°vI BARNSTABLE BUILDING DEPT. DATE EAT �R marn 'k MUD RM. %I O _ - a FIRE DEPARTMENT DATE PORCH LAUN ms n. . . - - 7,QOfb 1 a,I I rove OTH SIGNATURES ARE REQUIRED FOR PERMITTING' Z eK10T. U.l- iN OEKmT1NG Z . p Z 0 Ii 'II FOYER {,� ppc�G VCI �D WALL W.T. oW U KIITr-JEN DININ4 DRYER m•'°, I 0. 4 Q W Q be WALLA RCrIWCD bTDRAGe L_ I I 0 DENS - - - - •J (n D t�11 A x WDNi aanT .NiEOWiI T I''• °`�• 7I rave Done -� WALL KEY O exwTNG wua �-----] wlu TO 0E RPWET) ro me ppp PEaROOMI�I�b��rnYtl°�� . s gffitpe�r .. I NOTE:ALL 6��I�t Q6 €i3 RE TO ANDERSON 400ASER ES BE .,:I-rullot g � ° . WDI-I W/ APPLIED GRILLESa' I INSIDE AND OUTSIDE - - I g w, o � m Q L a W m o � Q'` I i i 00 s - IITFF' - - bENERALNOTEBI rIROlIDL DIRECT VENT FDR DRYER TNRY WILL G '. ``� - C-MtALTDR W WftT"TE TNC VME=WN AND . �MWN i �� '. LJ TNICRNe OI.THE aef.OND ILCOR I D4 - VCRIA'TINT REnO M ANT PARTffM&DOW .COMMROn16E To 6T =TVIRAL lw=RITY C� _ _ w Twe Raw ae cealNa, �s = �NALK W 4OBCT CAaINETBIN—6-T C IiANC.M CLaOR UlMeT9AgNDOW BlAT IIY.P_C - - . 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( L�lL.r.1Y'.e.a noon noon n�!Y//nwmYn� JI__ � i-.Ma......i� rnranewrca iirinrer 'mur .�. ...vvrna■•m uuun mlumm vwrm�._._..�../narnrar[wu%Irn u,ucvlm/s ,vvalrm noun loon■ ■■■■ .noon.nrunn:ruiiurE:r.v_nrnlnmm��/err'vr^ nwrurwvur ururnru.rnarel_Inwnnnaun 1[s�iii orueu nr/wm1'iarmae/aralrnu/nlaYrn[IearYl[;/ma!en/r[un Er/.au/r[n1[arauinra'n1.Lra:neYnln%vw/rn' r.1r!ro trnunai�ILuunu/nn]run%Ir%u,[Icn_un[uaE]r¢m: I�unnrnlYnlav:n.o[IaurnnEYlr ......... � ,[cv:norm nemvra z--cr..:r:ar-s.=%:"rt_..a>_Ic."c.:a...a1..:fie:� �_sr_eA±�%__Ie•_ee^•r•_e:_set.er51_->t�Ae» �lure/mneu: una.r[I.:.;:....!.......r..__r r�._'..r......._._r.'.rIII! IIII IIII Il�I �- _ : r ]Ilrlrarll%Ir%rlialrar]t/Ira1i11a1rErtlYtrarl]alrall iii!:ii/i:�:i1: i�O��Oi�1 ■■ i■ ■■ SAM,, _ _ _ 1 I j E __ --_..u - � - _ r r.rrrr.r...n rr.rr.�, t �oFt�E rti Town of Barnstable *Permit# /-� yP G Expires 6 montks from issue date ,AMSTAB Regulatory Services Fee v MASS. Thomas F.Geiler,Director 'fD'A0`p Building Division Tom Perry, Building Commissioner X.PRESS PER T 200 Main Street, Hyannis,MA 02601 MAY 2 0 2002 IVA Office: 508-862-4038 Fax: 508-790-6230 TOWN OF BARNSTABLE EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY Not Valid witltout Red X-Press Imprint . Map/parcel Number 1 Property Address (ec -e Residential Value of Work Y 00 Owner's Name&Address G Contractor's Name LT L. dlvC- Telephone Number 33 nt Home Improvement Contractor License#(if applicable) ll Construction Supervisor's License#(if applicable) ❑Workman's Compensation Insurance Check one: ❑ I am a sole proprietor ❑ I am the Homeowner WI have Worker's Compensation Insurance Insurance Company Name Workman's Comp.Policy# 41 d 3 �t Permit Request(check box) [I/Re-roof(stripping old shingles) ❑Re-roof(not stripping. Going over existing layers of roof) ❑ Re-side ❑ Replacement Windows. U-Value (maximum.44) ❑ Other(specify) *Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. Signature '` Q:Fomis:expmtrg Revised 121901 i U NOTES: NTRACTOR IS TO V.ERIF_Y_ALLEXIS.T-ING-CONDITIONS - . . .,., &DIMENSION SIN THE FIELD_.:-._-.'sue. q�' -y �__.`__ .— = 0 f e EXIST. - - 2.) CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS, u)p BATH a' DETAILS,&FINISHES IN THE FIELD WITH OWNER W Q t' x 3.) FOLLOW ALL REQUIREMENTS OF THE IECC2015 RESIDENTIAL ENERGY 0 )CI O eo EXIST. HIMNEY NEW35'HIGH RAILING.VERIFY EFFICIENCY REQUIREMENTS&VERIFY ALL DETAILS WITH THE INSULATION ALL DETAILS W/OWNERS ON MFR..STYLE,a MATERIALS INSTALLER/CONTRACTOR FOR THE STRETCH ENERGY CODE m •J�4cc 4.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS wN,n I I STATE BUILDING CODE,9TH EDITION AMENDEMENT&IRC2015 ?�WC-0D0 I 5.) 110 MPH EXPOSURE B WIN ex D ZONE L S W ms I I I FLAT OOF-� - '. - - 6.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY,_ ~m Cn X I I I 4 WIDOWS § OR HORIZONTALLY W/BLOCKING AT EDGES,3"EDGE/12"FIELD NAILING (1) WALK e + 7.) ALL LVL LUMBER/BEAMS TO BE 1.9e Lf360 LOAD rumn WE OR.AZEK 6.) TIMBER FRAMING TO BE SPRUCEIPINE/FIR NO.2 GRADE,900 PSI MIN. OJTLINE OF NEIY �I �_-- — � DEcxwG - - NEW sc SPIRALSTAR 9.) FOLLOWALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF ALL WDDW'S wALK N —1 KVYAy.,..,.. UPTOWID—SWALK - SIMPSON COMPONENTS ABOVE—_ .I w I rI �// q ARTOF q 3 PIRALSTAIR q 10.)ALL CONCRETE USED FOR FOUNDATION WALLS,FOOTINGS&SLABS M - 11—J TO BE 3DOO PSI AT 28 DAYS VERIFY ALL PLUMBING&ELECTRICAL DETAILS W/OWNERS ON THE SITE / NEW 6W SPIRAL STAIR <.-31? a-0,;._, a,31c. - DURING FRAMING CONSTRUCTION - 4 / \ UP TO WDOWS WALK � EXIST. BEDROOM \ IECC2015 RESIDENTIAL ENERGY EFFICIENCY DETAILS. / \ a CLIMATE ZONE 5(USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION - - / \ TABLE 402:1.2(MINIMUM PRESCRIPTIVE INSULATION&FENESTRATION REQUIREMENTS) / \ FEHESTMT,ON SMIGHT CEILNG NKIODFRN,o.-U.FLCOR BASEMENTWAUL WEMENTSLABCRAWL SPACEWA-5 - / NEW - w - k LLFACTOR -ALTW R-VALUE R-VALUE N-VALUE :% E R-VALUE ft-VAWE / \ DECK - - - om W54 O.SS .S 20 or 11.a m IMP _ 10(4 Pf.oEEFI _ AMMEno. NOTES • L` 1.R-VALUES ARE MINIMUMS BU-FACTORS ARE MAXIMUMS. - 2.15119 MEANS R-15 CONTINUOUS INSULATED SHEATHING ON THE INTERIOR OR EXTERIOR s-r a-s 11 . ROOF PLAN - 3 OF THE HOME OR R=19 INSULATION CAVITY AT THE INTERIOR OF THE BASEMENT WALL , .REFER,TO IEOC 2015 CHAPTER 4 FOR ALL INSULATION 8 ENERGY REQUIREMENTS O 4.13+5 MEANS R5 CONTINUOUS INSULATED SHEATHING ON THE WALL EXTERIOR - - &R13 CAVITY INSULATION - SCANNED to m EXIST. z UPPER z DECK Barnstable Bldg. Dept. JAN 3 0 2020 l "°F""' � � t Q Approved by: R � f 2 * -ON. Permit#: � V W. W RELOCATE OUTDOOR 7� SHOWER UNDER NEW - .: ' - - z ` STAIRWAY - .- .. . ' - LL NEW 36•HIGH RAILING,VERIFY ALL DETAILS W/OWNERS ON -, W W T T• MFR..STYLE,a MATERIALS 7 Q a a LO. '- . READ VERIFY STAIR LAYOUT ;t IN THE FIELD FOR S.2• LOWER MAX.R IGHTB .. s w W DECK �+ 9`MIN TREAD DEPTH t PVC TRIM _ r- Q z 0 ;T NEW SPIRAL STAR Q _ EXIST. EXIST VERIFY ALL DETAILS O WfOWNER z U z �0 c.1/ SECOND FLOOR PLAN y 12 - .. -.EXIST.L� ZZ O ' �oO�fiO�YI+ 6 Xg NEWSTAIRFROM LOWER $�o¢my wo a��10 3 L�,.rrn O '- DECK TO UPPER DECK.ALL 2 r MATERIALS TO MATCH F H 3 , a-§d a EXISTING' SCALE : 1/41'= 1'-01, DATE : 1/14/2020 REAR ELEVATION (EAST) DRAWING NO.: I - J ' J NEW 36'HIGH RAILING:VERIFY ALL DETAILS W/OWNERS ON MFR,.STYLE.b MATERIALS RAISE TOP OFCHMNEY - T0 3V ABOVE NEW ROOF DECK 9 W�l 03 Q W:24M IFY ALL D NE TAIIL - m �� VERIFY ALL DETAILS - (n W N VLOWNER W� "OD �w a-cis I—w_.e.. U�vWin= NEWSTAIR FROM LOWER DECK TO UPPER DECK qil MATERIALS TO MATCH G EXISTING NEW PVC OR BAR T b G VERTICAL BOARD FOR O RELOCATED OUTDOOR SHOWER n Ii I z z LEFT ELEVATION (NORTH) >' � WW LL O zZ 12- ,� ca.•. a sL 7 W c T°'• _ CTRIM _ W EXIST., QEXIST. Q z VERTICAL RED CEDAR - O T b G I%6SIDING Q Z 5 El Wrn ---------- --- z 1 EXIST P NEW STAIR FROM LOWER FFq p 0 a W> DECK TO UPPER DECK ALL MATERIALS TO MATCH �j w ® m® m® EXISTINGgang jfi R OOp WN� p O Bi o� on w EXIST. SCALE 1/4" = 1'-0" ` _ DATE : A 1/14/2020 RIGHT ELEVATION (SOUTH) DRAWING NO.: A2 v REFER TO EXISTING HOUSE PLANS FOR ALL FRAMING, FOUNDATION,& ROOF CONSTRUCTION r _ n " TYP.ROOF DECK 1.WC PLYWOOD - - ZRUSSERMEMBRANEROOFING NEW •HIGH RAILING.VERIFY. 9 3.2 x 4 SLEEPERS @ lV o c. Ill ALL DETAILS W/OWNERS ON - NCUN 4.S4,6IPE ORAZEKDECKING O 1/8"PER FOOT SLOPE MFR.,STYLE,8 MATERIALS 0 (p 8111PICII HUC0412.3*605 FQ ZMAX CONCEALED FLANGE - Q(u.cd•�}M NE }/3/ 1?L MIN CEIL NG MANGER FASTENED TO GANGEDWALLMDS 7 - - m~ NL NEW}P.T.2 x S's (n Lu j $ }P 2x8 - FD K EAM 9 � w��0 m EXISTINGImil �w a Ras FLAT ROOF PVC TRIM P•T,2x Vs 1S'o.a Ira= y+ .. 'VERTICALREDCEDAR FASTEN BEAM NEW SPIRAL STAIR MCI) X NEW IDOSPIRAL STAIR 1 T&O 1 x 6 Sld TO POSTS Wl VERIFY ALL DETAILS y Q Q=Q tam$ ,Lyl TO WIDOWS WAIK INSTALL FL0.9MING AT M 4 tl 4 • SIDING 70 WALL JOINT P.T.4 x4 POSTS SIMPSON W/OWf•!ER J m m n TOELWINATE WATER G zd " to P.T.5 1M'z 1f 1/4'PSL OR ST CAP INTRUSION12 " g' N�xf50ALVAF82ED STEEL BEAM I� W.2%8 IS7./3/4"x _ __ __ RAFTERS 9 12'LVL RIDGETR - eA - A a �S NEWLDE RAFTERS UNDER ZA yy�1 _ NEW u6'HIGH RAILING,VERIFY AA.3 - MFR.STYLE.&MA�ERSSN .. . TRIPLE AFTER }P.T.2x8 DECK BEAN TflIPLE TER - .EABT.2x 6 WALLS 1 ae gI BEDROOM P.T.0111.11 I-PSLOR INS x 19 GALVANIZED STEEL BEAM P.T.2x Bs AT IV*, BEAMPTE 4 x 6 BEAM SCREWED THROUGH ROOFOJTOWALL EXISTING RUBBER 11 741"WOISTS Q 16°o.a EXIST.BEAN LOW SEAL ALL ROOF PENETRATIONS my u� P.T.2x a LEDGER BOARD SCREWED TO (SEE DETAIL) SOLID SLOCKINGW/12)LEDOERLOK SCREWS , ^ S IV o.c.W/ZMAX LV210 JOISTS HANGERS r INSTALL SIMPSON OTT1Z TENSION TIES AT(3)LOATIONS FROM HOUSE TO DECK /8-7' 8'3i - JO15T 11)ECACIEND - . P.r.2xe LEDGER.wARDSCREWED ro 't - - KITCHEN FAMILY . SOLID BLOCKNG VN I2)LEDGERLOK 3CREWSF .� - O 1C o.c.W/ZMAX LU21O JOISTS HANGERS - - INSTALL SIMPSON DTTIZ TENSION TIES ' ROOM AT(3)LOCATIONS FROM HOUSE TO DECK 1= /� JOISTII)EACHEND - - - . -. .. .. WB.5 fM x 11 V4"PSL OR Z tTa - N6x 15 VANIZED STEEL BEAM ,. 117lWI-J0ISTS@16'a.e 117ArI:JOISTS Q-16'oc. ". FULL ULL BASEMENT BASEMENT W W NEW---12 STRINGERS - - - - USE SIMPSON LSC CONNECT O N M BUILDING SECTION @ KITCHEN/FAMILY ROOM z p Q P.T.4x4 POSTS - - ...• .. O .. t" P.7.2x8FRAMINGLu - E - VERIFY EXISTING DECK - - - I� Z FRAMING B ADDSONOTUBES - q 9 ORFRAMINGASNECESSLRY a FOR PROPER SUPPORT I� O C ZV`) W O FRAMING PLAN - _ _ � Z cn � o ��_ 26 j-N9T§ a, ffi $Q SLL BaT waxlssTEEi BEAM NsraLL SIMPSON ZMAX isTAu �� $ o$ > THROUGH P.T.4 x6SPACER STRAP TO PT IlVx it IN'BEAM INTO SOLID BLOCKING IN THE &TO P.7.6 x 6 SPACER,SOLT SPACER RAFTERSAY,SEALALLJOINTS INTOSOLIO 6LOCKMGINTHE &PENETfiAT10NS RAFTER SAV.SEAL ALL JOINTS IH$ 8 PENETRATIONS I6;USEP ALL FLASHING UNDER IWRAP&DECKING I FWr��O�OFQ6 P -DECKING PI SCALE : FLOOR JOISTS 1./4"= 11-010 P.T.2 x 8'F Q 16'o.c. HTALL.EEl86TICK ` DATE : RUBBER MEMBRANE ` .. BETWEEN LEDGER& 1/14/2020 « (: SHEATHING P.T.2 x S LEDGER BOARD SCREWED TO BEAM END DETAIL BEAM END DETAIL SOLID B �,o;a�R� asp NCL� b � DRAWING No. STALL SIMPSON DTTIZ TENSION TIES AT 14)LOCATIONS FROM HOUSE TO DECK - JOIST(i I EACH END DECK DETAIL A 3 r• 5ASEMENT NOTES: Tp ply � TYPICAL NOTES: vs o o EEO IffOM IICST�QJNDA STION ON 10'x70'STItl�00 NG M ror STRUCTURAL pIGINEER/DESIGNGt TD PERFORM FRAMING INSP"cTIM PROVIDE AIeB►IORIL B4R8 GONTINIIOUB Ili STRIP/DOTING W/ WHEN FRAMING IS CQ1FLlT!AND PRIOR TO ENCLOSURE a INTERIOR IMPORTANT T PROVID!AS VERT.DONaA•24 O.�G,��1o�z eKrENDlD !1 _ S nl�l, E TOP w FOOTING.PROVIDe.Z 1 0.04 WALL PLASTEt EOARS/FI ISN. . EOLre•s< O.G.MAK.MIN 7'Fr®eonvNT urE xe N/4 FLAT!WAAFIEI cN eHALL eu+eouLe AND eGT FgV7 wGTHCR ALL' 2. DOUBLE PLOOR JOISTS UNDER ALL PARALLEL PARTI"ONA. A�iND°Tc1oi BTNOU°wNCT�TaIroNENTe Rom/ ;,"G, * ANY CONSTRUCTION THAT INCREASES LIVING SPACE A.CONCRETE SLAB WA LS 4'DO REDVAM COLIC oN GOMPACTeD FILL NEGGSSARI to INEURCE' SUCiI FROTEGrIQI i-----------------------RFYnND_�'�a$(] FT. PER LEVEL MAY REQUIRE THE CUT JOINTS ALONG WALLS AND BEAM t.ONLFW LINES. CONTRACTOR 814gLL SITE IN>'�ECT ALL DUSTING �PROPOSED '1 - vi S 4- caNTRUCTax To PROVIDE BA9aIErr LATON AS caNdTIONBTRIOR To AND WRING coNerR�TIQI AND NOTIFY DESI_CRIB INSTALLATION Ot ADDITIONAL SMOKE DETECTORS. rc REOUIRID BY COD!(WINDOWS OR MECHAN Q ANT D.Z ANGES AND/OR CHANGES THAT MAT BE ��• �,,,�• CONTRACTORC�BTNpALL CONgSITRUCT AND MANTAIN�R1'STRAL.. I I 41."> ^'^'^'^'I C�St�ENSURE THAT ALL FOUNDATION WALLS MAINTAIN IN�TlGRITY�OF Df1ST1NG{IOIISE STING -O'PROVIDE M I D TM i NOTE: A SEPARITE PERMIT IS REQUIRED FOR THE 6.PROVIDE Nm STIFFE/ING PLATES AT ENDS Q STEEL BEAMS, TIT. CDNq �TIGNS IOR TO INSPECT FT ALL CfOBqTNG PROPDSED T.SEE STRUCTURAL DRAWINGS FOR LOCATIONS OF ALL STRUCIURAL COLUMNS. AS NECESSARY TO INAURe conPLl WITH EBIGN PARAMETERS AS INSTALLATION OF SMOKE DETECTORS-THE ELECTRICAL - WORK PROGRlSSIB. _ S CONTRACTOR AHALL NOTeG4L!DRAWINGS FOR DIMENSN2NS. ANr MIMING, R o�I R e�rlaww�BBTL EDI�ne�Na,,o a �Ra Nr TD TTENTIDN PERMIT 2OES O SATISFY THIS REQUIREMENT. >-j 4 INTENT OF DESIGN IB TO ALIGN NE4 PRAT FLOOR SPACES W BLASTING f I p FIRST FLOOR. CANTRACTOR SHALL AD.JUAT TOP OF FOUNDATION WALL AS I few<= NECESSARY TO ENSURE DESIGN INTENT. I I c>r !i I6 s 19 CARBON MONOXIDE ALARMS U { MUST BE INSTALLED PER 1 - MASSACHUSETTS BUILDING CODE FOOAATIONONE - R - �. C--•' 3 x ZU ®-------- --- E-'> O ZAP 1 EXISTING. I DECK AREA - I I a EXISTING BASEMENT ,1� ' 1 - CUT MEN OPENING CRAWLSPACE - I� I - 3'6'KITH NEW HEADER OVER PROVIDE SE RESARS,3 I I.EXISTING FOUND WA E PART OF ONE SIDE OF _ {II TTO �----------------- — FlJJSH -- t- EKISTMG BUL.IOIEAD FOUND. - .J I-+ 1 2)11%-x11%'LVL HDR FOUNDATION - I I I � a Z Q j� Z ZYwW + METING.DAGMEN BASEMENT ` i F I I 0 a I 81 AS ON 10 MIL VAPOR RETARDER {4 I I CA Q CA Q Z . PROVIDE 19 RESARS S _ DU TINE FVOU�ND.IWALL i S81'TT.`"wN i I W %mom • 2617 1 KIN i= I I R. FOUND NK ATION I 10•T :!6'-9' T/�Y Tn F I WALL CONC.WALLt,V'M5 BARS f (n I ON CZN'TT 20%100'C��. I I 7r I yS o L--- ----- FOOTING ---- � I P.r STti' 9 •——— ————-— —- — DRICK VENEER A6C,gD,,ygqryN,CORRUGATED A AROUND PERIMETER 6 AR!�A7VEL A.3 gg1y6 MRI" l CJ40 24'-I Tool AA MGTE - kH i gi $ pia ANR BOLTS 1 96' O.G. � , O ®E IN. 7' EMBEDMENT w/ X3'XI/4' PLATE WASHER O 0 t m .. Ot � Z N _ O A c .1 �W A.3 WRENENED PORCH i n8 gE LIV�1 lei W R MUD RM. Q , Z MUSTING. ssse C]O PORCH 2)20" REP z A cn : ----- = I I g I ;i N. w oclsn q " FOYERS NEW I U b KITCEN DINIGI 'z� +� � WI z r 'asnNG. M7 LAUNDR 3 BANOUE E a « �W asp co_(TWD °I L DE WNI�° e = - -- ----- ----- M'� ' O Q G(ISTINc � O Z U swown�BASG S 1 D iTi 0 wa X 22 srelL Z eMs Isla _ t. Q Z. 3 yr LALLr COLUMN / ,04 BA H lose _ ❑ jL.. _Q Q OD BUILT IN MEDIA BAT CEMTeR MR TV AND BOOK CASES ; r , ---- KO- tl.t wn WE Tv th F MI Y ROOM m x BE�R DfI ING.00M tL N N Z W-o'X ss'-e' s i N TOTAL) PLU e Q LLI 204 LL tL �qLL We 6 A.3 ~_ i u o c LE Oryl 8 0<+ALL ee zcs a a it A.4 s.Aj L INTetI wALLs eNAu ee 4X1 g it •Is oe uNL°Se anIERWIee NDTeD >p I a e. eNALL VVUFr ALL y�NDOW 8 ROI�NG.e MOOR To ORDERING FUNDOWe. '�I_�Qggd' J egg 4.COlfTRAGTIOR eNALL VQUPr ALL DIMeVBIONB pS� Gli MR PRIOR TO CONBTRtKT10N. CONTRACTOR ��Y33 J I DI 'Ma sNor eRaI Two °Rp ,i $ TNe ATrmerlaN ar nIe De91G.NeR. pF''i �8 _ 8TOR1'7 PLUB WINDOhl9 AT PROPoseD m WALL KEY ADwnoN AReAe a+Lr O EXISTING.WALLS NOTEt ALL WINDOWS ARE TO BE i C=====7 WALLS To Be RO'IOVED MARVIN ULTIMATE m '° ® PROPosED wALLs W/ GRILLES d INSIDE AND OUTSIDE N = o � Q 0 C Ld 0 0 -------------------------------------------------------------- U1 O F1 I ............................ IR4ILIDNfi ON PT.DICK FRAME TO A7f4 P.T.I�TB ------------ I III ® m w.C.SMINGLESFC ® ® MATW OIIBTING 1111111111111A, 11 1 LI.1,---------------------------- TVA161rdo®rei<<cR FRAME W wC/] -gel C�' 3gg • I 1 X.C.BNINGLEB �r•�'� •8 NLW BNOWCR. 1 H 6 0 I cJ O w to I 1 1 � REAR ELEVATION �`-�;-------------'--- r 4 A.4 W 3 Z A.4 EXISTING W W Q MASTER Z ,(/�� Q F 6/S•COX BNEATNING BEDROOM O V' RN W ROOFING.M El�pgNE — W Q fr a o� IX FASCIA W/ SOLID BLOCK UNDER NIP RAFTER Q F ALUMINUM - N GUTTER ___._._._ -- > uZ W N CCK SN L L NZ ByJxlO NDR t•I�q�• 2•S CEIING I I WIC X STEEL III _ e,J:Ja _ �� W� T1'P.U.N.O. � � f li O.Q JOISTe li•O.4 R-19 FBGLe.INSUL a in•LALLY COLUMNS)FM 2 Z ' 2"61 O.C. 5 I SEAM TO FOUNDATION Vs• FATNING ?3 A.4 11 GBsmr. on,Gws o EXISTING HALL vAFOR BARRIER « Pr Al ROOM KITCHEN F e.LL T1'VCK IV4•T"IWOOD BUB-FLOOR .. BIDING(SEE OJSVB.) i OWED/41I1�m-NAI-LED• I 1 ALIGN FLOORS T I •F li•0.C. S BRICK VENEER __._._._._._._._ � •`1 �, ... W P i AROUND .T SILL .. 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I■11■�o��Ilsl■e■un■S■uam■.Iw011ua■rinn■f.e Iulwrl I I Illwl u1I■uwrunl�lwl mErun■E■1■1n■gwllw■awll■waU11■sl■1nO1■Ilw■i1�lli:1•l:I■.■,la\■■Illu■■■un■■■1■1u■ul ,� la\Ils■�1.11�■lwlls■1.11�■1■ellsru111.�i�iiGiGr�f:w:�iiGYiiG�.GaGIBi�:YGiGm�faGGiGiGif3Gfi:7ilI�I��fi■atiiGlGiGi:Gi7ili 1 r w 1 sot.npl■It ls/I-leeefe•e-■ - ----.. s■rl■Ils■nlalr■rural.■Llln.sl■Iln■sl■Ilnssl■Inssl■Inr�■1 Lr��sl u�.Sunlslulnas■Irin■■/Irlt r■soul■_mur■ruur■Slnn■rLui■anw■..mli.lso0. it - 1 up e 1/2' CDX PLYWOOD . 2X6 O 16. O.C, 2X6 SHOE - EPOM ADHERED .. - SIDING BEE ELEVATION OOR ROOFING MEMB Z 'rneK'HoueewRAP G�Lue�NAIL TO JOISTS �•COX BREATHING V Y ZXb P.T. SILL R9B BATT INSUL, c c S;COX PLYWOOD SILL SEALER 2x6•Is•oc II 7/80 TJI - U) AL.GRIP EDGE - - O R-19 FIBERGLASS INBUL. M5/8'IN. ANCHOR BOLTS 1 96' O.C, I/2' COX PTW PLYWOOD S MIN. T EMBEDMENT - i MIL.POLY VAPOR BARRIER lu/3'x3'xl/4' PLATE WASHER , - - . C • • ZXIO r P.T. SILL - ALUMIN.GUTTER_ SILL SEALER A ND FFOOUNDATt E 51II POURED CANC. c w J DOLT .. I li'O'C` .. - CORA-VENT STRIP VENT I g< s w I6iO II BRICK VENEER ,• f BIDING TYPICAL WALL DETAIL II a >x3 Tts Tyr. WALL 62�f = ' 1 6J 1 SCALE 1-1/2• I'-O' ,b=, jl • o SZ CARRY DA PPROOFING OVER _4 COTOP OF FTrx. SLAB j TYPICAL AT FLAT ROOF. . ^ 7 , I 2X4 KEYWAY - ;rr').t,:•. a COMPACTED FILLI �p WWF 6X6 6/6, TOP /3 RAFTER• 16' O.C. E,.�. $E OF SLAB • �� tl ZAP . - up° H2.5• EA. RAFTER: - .• ' - Irky 2 FOUNDATION SHELF 4 SLAB FOOTING DETAIL TOP P ATE 'v SCALEsI 1/2'�1'-0'_ �an...w....ai mwW,e ur w.a� 0 r y JOINT DESCRIPTION NurIBER of NUMBER OF NAIL SPACING z / /I (RAFTER TO PLAT£ CONNECTION ei�'r�'etu . - COMMON NAILS BOX NAILS - - ROOF FRAMING ` _ t .. .1 1 1 `178E TOP PLATE BLOCKING TO RAFTER(TOE NAILED) .' - 2-Bd 2-IOd EACH END .` - I - z Z RIM BOARD TO RAFTER(END NAILED 2-I6d 9-ibd EACH END _ y�N I 0 W . WALL FRAMING 2K DBL TOP Pure ` s Q Z Q . . TOP PLATES AT INTERSECTIONS(FACE NAILED) 4-t6d' - 9- r STUD TO STUD(FACE NAILED) 2-tbd' 2-Ibd A O.0 S' - '• ° '. - .. - Ib�O �'— WW W HEADER TO HEADER(FACE NAILED) 16d Ibd -24.O.C.ALONG EDGES - SIMPSON SP6(20 GA.) 1 1 Zx STUDS 1 .C. no FLOOR FRAMING y lei ib■O.C.a V N Zx STUDS . Z tu N z JOIST TO SILL, TOP PLATE OR GIRDER(TOE NAILED) 4-ad 4-I0d PER JOIST - c - - ai I - — Q (n Z BLOCKING TO JOIST(TOE NAILED) •j_� r EACH END BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 9-16d 4-16d EACH BLOCK - -- x el ��^ j I STM PLATE - - 4:; m} G mow/ �9 LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) 9-16d 4-16d EACH JOIST I I �yG JOIST ON LEDGER TO BEAM(TAI NAILED) 9-1 d 9-IOd PER JOIST '''' HEADER - w', �Ly '� C!T O-(L of BAND JOIST TO JOIST(END NAILED) 9-16d 4-Ibd PER JOIST - BAND JOIST TO SILL OR TOP PLATE(TOE NAILED) 2-I&D 9-16d PER FOOT L ,REFER.TO TABLE 9 ��f� RIM S 0 ROOF SHEATHING FULL MGT.STUD, HDR UPLIFT STRAP WOOD STRUCTURAL PANELS - STUD a l;� - WINDOW SILL - - ••.. 1 j`�� tY1 PLATE 1 JOTS 8 1 RAFTERS OR TRUSSES SPACED UP TO 16'O.C. Bd IOd - 6'EDGE/6' FIELD II.. RAFTERS OR TRUSSES SPADED OVER 16"O.C. ad IOd 4' EDGE/6*FIELD 5/B' ANCHOR BOLTS•56' O.C. - .. ••�'e. •'' `•e`yNR SILL PLATE GABLE ENDWALL RAKE OR RAKE TRU89 w/o GABLE OVERHANG Ed lad 6'EDGE/6' FIELD MIN. 7' EMBEDMENT - CABLE ENDWALL RAKE OR RAKE TRUSS w/STRUCTURAL ad loe 6' EDGFf6'FIELD w/9'x9'xl/4' PLATE WASHER OUTLQOK19L4 . - GABLE ENDWALL RAKE OR RAKE TRUSS w/LOOKOUT BLOCKS ad tOd 4'EDGE/4'FIELD � � nn .. .. CEILING SHEATHING II 12 GA.ANCHORS TYP. 1/2 CDX, SHEATHING 55 GYPSUM WALLBOARD Sd COOLERS - 7' EDGE fO•FIELD I I SEE NAILING SILL PLATE SCHEDU E TOP PLATE r!a ,' • •'f Gy,Q ��® W III qjs WALL SHEATHING B/B' ANCHOR BOLTS•36' O.C. y e• �$�+� � I YI WOOD STRUCTURAL PANELS STUDS SPACED UP TO 24'O.C. II MIN. 7' EMBEDMENT Ed IOd 6' EDGE/12'FIELD .r- I� uWS'xs'xt/4' PLATE WASHER Io I •AND�' FIBERBOARD PANELS ad - 9•EOGE/6'FIELD _ 'GYPSUM WALLBOARD Ed COOLERS - 7' EDGE/A6&FIELD C N FLOOR SHEATHING S SILL TO PLATE CONNECTION w/ SHEATHING - WOOD STRUCTURAL PANELS SCALE.N.T.S. SCALE N.T.S. _ i I'OR LESS ad IOd 6'EDGEJI•FIELD m- GREATER THAN I' IOd 16d i• EDGE/6'FIELD N Z 110 MPH WIND ZONE REQUIREMENT FOR 780 CMR Ath EDITION MA STATE BUILDING CODE 0 a 4 o RenaH� r3 � u) rr 4i r � a D r Boor, c 1d9 PITCH 1.12 PITCH SLOPG SLOPG STING TOACL ' 1 q OCISTIHG p� T � U z �z��15 1.12 PITCH ram. ROOF PLAN A A3 \ A ew a Ve•1 A.3 O V2 CCr3 nl nl nL------111 I D A \ I f II I III II _ III -----al 'a •I I 1 I � II II 1 1I -- .- tu III III -IF- I - -------- ---- p z O iii i \♦♦ ii1; I i i r--t'�ii i / O III I II.1 I I I I r 1111I I I - I "`-' WQ � �Z ,!j I I i /. .. I r W to X a STGGL BEAM HGADGR '� Q 1i ♦♦♦ �/ i vi I r-- �i i i / I I HEADER �Q QC h II %♦♦♦ 1 •'I I L--IJJII L-___ CoLumm 1 W I LL of 1 I I _ �I I •—•—• —• •— -----.—._.—. ._.—. ----- LL W R IS)z T O c Q ON W ."o i a loyI&-o.a u•o. . 1 ' 19t lL I \I I' w w + r I I C I '. 1 1 f \ I $ 1 ld LYL x x I / I' HI a• O CEILING.STS 16'O-C. cxS1 1Ike i O.C. ,as .c I I I J HEADER _ c POST 4-1 'di'WL ■ pf r�86 HIP a Io HOR ON �r OSL STUD PICTS.TTP. A A.3 A � N A.3 m v ROOF FRAMING ewe FRAMING .. 1 NIF Wilma Spence � •• ' � � 1496/592 S8877'31"E -- m c � £ o _� 211.35' _-- — Stone Drive S—_-----__ __ Mr 83 05'0 -°'E ao.oo• LOCATION MAP: Extend Scale: 1" = 2000't ❑ Stockade ao #639 ❑ Deck 1v83 00, ence ASSESSORS REF.: `} 2 s ty w/f Sh O5 OO"W v m ;- Dwelling Map 287, Parcel 049 �! ---- :.....:::::::;:::;:: :::;:: � � � � OVERLAY DISTRICT: Enclosed o J Porch ii:i:::;::.....:; ::::::;:> ^ AP — fifer Protection to >, — :::....... ::• rn �, °' Aquifer P on District a v �n o r a o o ZONE: 0 23,855f SF 301 'i. 0.54±AC + o o �, ao, RF-1 Z Proposed Sunro.ol17 _ ci r o o Area (min.) n) 20' SF Nv LFrontage h �� (min) 20' h m �� Setbacks: Addition :............................................. ( urn Front 30' rr ( -o Side 15' a Z Rear 15' ❑ 00 71c h ♦u FLOOD ZONE: 1 Post & Wire Fence _� o ' - 192.96 S88 38'09'.W. 3 Zone X a r _ Map. Number U = CD 25001CO568J NIF July 16, 2014 Barbara Lewis Weed & Julio Lewis Place c ern a 175071182 � r Note: Washington 1.) The structures shown were located on Ave cam y�`r the ground by conventional survey methods 4! o r on (or between) 131JUL110 and 02/MAR/15. RICHARD R. ,r L'HEUREUX • � �p NO.`34312 � 2.) The property line information shown o p a� hereon was compiled from available record �R, qFQ Q►� J� information. S AN��JP 3.) This plan is not for recording and is not to be used for construction layout or deed description purposes. 0 15 30 45 60 FEET re are or: Notes Revisions: Scale: Sheet# Title:. P Plan Showing .Proposed Additions_ See Above. 1 -30 CapeSu r Mark Freitas 104 At 639 Scudder Avenue. 23 West Bay Rd, Suite 10 Springy► House Road �os/MAR115 � osterville MA Bastable,rn (Hyannisport) Mass (508)420-3994 (508)420-3995 jdx W 9• Greenwich CT 06831 capesurv@capecod.net C382_39 EVIEWED . AM n "! 2015 N/F Wilma Spence Town of Barnstable ,� ._..*� �� 14961592 r-- Historical Commission I � Fnd C ` S88'1731" _ E 211.35' -- Stone Drive _m�` ��--___—_— W R 3 [ADZ r�G JUJ 0, 00"E \� :.bus 80.00, m 3 LOCATION MAP Scale: 1" = 2000'f S ockade a o 39 \ 80.00 ence io `} ASSESSORS RE 2 w%f Sh N83 05 00"w F.. Dwelling Deck 3 0Map 287, Parcel 049 Ce C0 OVERLAY DISTRICT. Enclosed, Porch F —a� h of o —J AP Aquifer Protection District 33 a� r o o ;0 ZONE: �LO. 23,855fSF \ �. RF-1 0.54±AC o o p = W Area (min.) 43,560 SF o c o z `�v= v irk Frontage (min) 20' m ��N Fron t 30' u � �� Side 15' n, co o a bac s: W \ \ 0 2 2� � Rear 15' FLOOD ZONE: / Post & Wire— Fence o U 192.96 S8838'09"W � Zone X Map Number 25001CO568J NIF July 16, .2014 Barbara Lewis Weed & Julia Lewis Place 175071182 ° Washington ��`tM Note: Y4Ssc A ve o� 1.) The structures shown were located on the ground by conventional survey methods RICHARD R. on (or between) 13/JUL110 and 02/MAR/15. L'HEUREUX NO. 34 Q�2 2.) The property line information shown i po hereon was compiled from available record 137E Q. information. L AN0SJ 3.) This plan is not for recording and is not I to be used for construction layout or deed } description purposes. ,� � 0 15 30 45 60 FEET i Sheet # Title: repare or: Notes Revisions: h Scale: »-30' Plot Plan of LandCapesurv, See Above MAR 1 � 015 Mark Freitas Date: 104 At 639 Scudder Avenue 23 West Bay Rd, Suite jG 10 Spring House Road GROWTH ��ANAGEV�ENT 05/MAR/15 Osterville MA 02655 .Greenwich CT 06831 508 420-3994 508 420-3995 fox Barnstable, (Hyannisport) Mass copesurvftapecod.net W9C382_3g1 cC+ •ff..�i� � i REVIEWED N/F ANK 2 12015 Wilma Spence 1496/592 r--- t ' � Town of Barnstable Ip I I Historical Commission Fnd 1 = SN 211.35' _ Stone Dr m ^--___ _ a x ve JUJ OS'OO'E \� \ i-.--__-__----_ 80.00• - LOCATION MAP:: \ Extend? _ _---------_ O Scale: 1" = 2000'.t Stockode h o ❑ Deck N83. ..00' ence _ o 39 OS 00 ASSESSORS REF.: 2 sty w/f Sh W m ;� Dwelling Map 287, Parcel 049 a -- N 3 »� rEnclosed >':=:i`Ci ? y�° OVERLAY DISTRICT. o J Porch AP - Aquifer Protection District ............................. LO o 'a in 23,855±SF q, ,� ZONE: .� 't 0.54fAC 3 0 o a) 3 RF-1 'o ° W Area min. 43,560 SF z Proposed Sunroom N _ m Frontage (min) 20' �V Setbacks: Addition o Front 30' V w o Side 15' a 2 2 Rear 15' CO co FLOOD ZONE: Post & Wire'- Fence � I .o _ 192.96 S88 38'09"W ICUZone X ♦ ` Map Number v 25001C0568J NIF July 16, 2014 Barbara Lewis Weed & Julia Lewis Place 175071182 Washington Note: �v 1.) The structures shown were located on j e the ground by conventional survey methods on (or between) 13/JUL/10 and 02/MAR/15. v RICHARD R. r L'HEUREUX. 2.) The property line information shown y NO. 34312 0 hereon was compiled from available record i gg�tg�� 0 information. ` _ RECE— dJf'D SA l µoSJPJ 3.) This plan is not for recording and is not to be used for construction layout or deed BAR 1 Q Z015 description purposes. 0 15 30 45 60 FEET GROWTH ENT Sheet # Title: repare or: Notes Revisions: Plan Showing Proposed Additions Capes u ry Mark Freitas See Above Scale: 104 At 639 Scudder Avenue 23 West Bay Rd, Site c- 10 Spring House Road D os MAR 15 � Osterville MA 02655 o Barnstable (Hyonnisport) Mass (508)420-3994 (508)420-3995 fox Greenwich CT 06831 '"9c3s2_3 J capesurv@@capecod.net 9 o Eo C 1 V id N C N � V l REVIEWED a s N r V I APR 2 12015 m s V Ca O A Town of Barnstable . ig Historical Commission w E � y MCA --------------- - - y C I nNs aroma ...... ---------- -M SO FUL �. aV L � r nNs) �a5ynf N6� R man E X I S T I N G RI G H T ELEVATION SCALE, 1/4• . 1-0- EXISTING REAR ELEVATI ON SCALE, 1/4• • 1'-0' - , I DEMO LEGEND zaJ v-- � a�ZL — — — - AREA OF PROPOSED N"5 � a DEMOLITION e13 i e$a Q12 om` EXISTING STRUCTURE oasr.]� < ?'d:10s �:ss1 TO BE DEMOLISHED ) c 0 i o V O j C v LU 12 V) L (^ Q) tF O_ snNs O 4_ LO cu 0) m M O O L —lfl ttY v T 2 uJ job no, 1422 �I date : go,1Am#xr tom eoale : A9 NOTED drawn: Km rev. n3V. PROPOSED R I G H T ELEVATI ON 6 t Ri SCALE. 1/4• . 1'-0 - PROPOSED REAR E L E V A T I O N n 6GALEi I/4' • I-O' h ISSUED FOR REVIEW sbt of N F i (+tom Wilma Spence 14961592 f S88'17'31'E 211.35' N -- _ Stone Drive _ _ OZ ----_______ 2 �n ts3 O QO s J J` -- So.00' 3 LOCATION MAP: -- p o Scale: 1" = 2000't — Stockade h 0 0 #639 \ 80.00' ence _ 0 3 z Sty wjf sh N83os'oo„W �, ASSESSORS REF.: m Dwelling "' Map 287, Parcel 049 Y CL `n Deck 3 N ZI Ch to ---- CN OVERLAY DISTRICT: Enclosed Deck o J Porch � Aquifer AP - Protection District - ......- P . a � 3 s j ^ Ln r � ZONE: 0 23,855ESF 3 C,a, °' '� sk 0.54±AC o CO �, a� �°' RF-1 Z y o o v ,off p W Area (min.) 43,560 SF N c�_ h m �� Frontage (min) 20' ................................: Setbacks: o � Fron t 30' \LLo N Side 15' o. Z Rear 15' CTJ l FLOOD ZONE r`7;ost & Wire. Fence 192.96 S88'38'09 'W' - k Zone X � CaMap Number ,y U 25001C0568J 01 N F Ju ly 16 2014 Barba ra Lewis Weed & Zzz .,a Julia Lewis Place ._.� �" 175071182 Washin Washington . Note: � 1.) The structures shown were located on A ve o the ground by conventional survey methods o R�CNAFtp R' ~ on (or between) 13/JUL/10 and 02/MAR/15. r " NEU 4312 Ice NO. 3 �. 2.) The property line information shown ii P� ado ' hereon was compiled from available record i 'na SSA information. 3.) This plan is not for recording and is not to be used for construction layout or deed description purposes: O 15 JO 45 60 FEET -Sheet # Title: repave or: Notes Revisions: Scale: 1"=30' Plot Plan of Land: CapeSurV Mark Freitas See Above 104 At 639 -Scudder Avenue 23 West Bay Rd, Suite�G 10 Spring House Road D 05 MAR 15 - Osterville MA 02655 Greenwich CT 06831 / � Barnstable, (Hydnnisport) Mass (5o8)420-3994 (508)420-3995.fax capesurvOcapecod.net w9C382-3g 1. � o 0 • _ . --T 7 -2 P.T._,6 ank. .3+ 'N -(C - EXISTING 1=OJNDATICN __t"" - O �'.. of � WALLS - : _ : \ (h'O DIOOTwG).TUBE m W yu"+j ` DILL REFAR 4 INTO EX CONC.� R o -_-_--_- i_ ___ __� NALL JOTIN,6I2°OC VERT iI - f SECURE W/EPO.'Y GrtOUi;REFAR / \REFER TO FIRST FL00¢ / MAINTAIN 4'-0"MIN. m LAN FOR Lq;ATION OF 'O FROG MI INTO NEW LONG. FROM GRADE TO i NEW FOUNDATION WALL WAL!s FOOTING V � BOTTOM OF TUBE , p O N .R BEAM lFlL5H) m�_________________________ I,' __ ___ ____________-,____ ________________________ _____-_________._____ ___________________________ _. EXISTING LONE. AND pECI:FRAMING • Y J d' ECJUAL \ EGI.4L BF TO REMAIN • O 4 CUT OFE'U NG IN-NI5 - V - FINISHED FLOOR (^)PT.21.105 OANT.—may _ WAL iC LEVEL OF EXISTING 4 •/- 4'-2° p TO RECEIVE EXISTING NEW DUST LOVER - ALIGN W-pGE tJ FIRST FLOOR_ 2X BEAM x �TMATLN EXIST) T OF EX.DELI:) CE O TOP OF —rVL CONTRACTOR TO CONFIRM EXISTING,CO - � DN DATION NE. WALL ! n TUBE LOCATION5 AND ALL DELI:FRAMING EEL FIN.PLRJ 'C , WITH A¢U.I EL4 ASSOCIATE _ : _ ________ I CONC.D:LT _ PRIOR TO CONSTRUCTION : I COVER T : : : : : __ __ ______ __ ______ ________ -- 8 CONCRETE WALL I _ _EXISTING 2X BEAM ON24'Al2 : �._ ______ ____ _____ I _ ____ _ ,--J �• - -- ------ - -- / ---- WALL/DEMO : I CONCRETE FOOTING ._____. -________ N --------------------------- NY �___ '.. 1 KEY i� 2'GONG.DUST - -f -\ O_I FXI-TI45 WALLS TO LOVER(3000 PSI) Q S__ o' �\ � r`� \ ~ � � — • F�O �� ' v .• ry i �2 zI OP OF OUND TO 5E 12' • REMAIN 4� N� - BLOW x_IN'G FIN.FLv0R NEW WALLS TOP OF FOOTING EXISTING LONG.TUBES z LLI I N - U L®®LRA'NL$PACE - ANp PECK FRAMING v, - •" p .0 REMAIN DEMO NOTES- (2)d5 RE5AR ExISTING 2X BEAM E%ISTING 2%BEAM__ ___ _ EX4 V i ISTING DASHED WINDOWS e WALLS` - • - TO BE OR REP AND PATCHED D, r _ 2'-O' '- � - ' NEEDED O¢REPLACED A5 NOTED. CONTRACTOR TO CONFIRM EXISTING CONE TUBE LOCATIONS AND ALL DECK FRAMING FOUNDATION DETAIL (TYFIGAL) WITH ARCHI-TECH ASSOCIATES - PRIOR TO CONSTRUCTION - 5 Co.A L E /] = -O '` STRUCTURAL FOUNOATICN NOTES N FOUNDATION GENERAL NOTES: P T' y++-�, _ ' - -NO FOOTING TO EN SCALED IN LEAR rCV R F F ¢EN5FfCINCi'0 AI 3 - N24'1CONCRETE FROST WALLS TO BE B"THICK -TO 0 CONNECTION ON AT ATTACHED PORCHES - WATER OR FROZEN SOIL TO BOT Al 5 C FOOTINGS FCI AGAINST ON C,FOO(UNLESS NOTED)CONTINUOUS TO BE CAST INTO SURFACE OF WALL - 6m ti4 EARTH,AN_-_ A'SIDES Or FOOTINGS OR TONG FOOTING W/KEY(HEIGHT OF WALL W/SIMFSON PB44 OR 111(12 GUA6E t, - ' ,VALES. TO 5E DAB ON GRADE CONDITIONS;4'-0" - STEEL P05T BASE ANCHORS AT 2D A STRENGTH MIN F'C-BCOO PSI MIN.FROM FIN.GRADE TO BOTTOM OF FOOTING) - . AT 2B DAYS SCE TY111 GENE 10 NOTES • - AI.D TY - ,ETAILC FOR OVER ALL FOOTINGS TO BE 12'THICK UNRE OTHERWISE THER I ��. • _ - - -SILLS NI BE fST EL(BOTTOM 51LL 1, BE P')W/5/B"X 12' (PLAIN)3000 P51 CONCRETE WL=Sa G rt¢WISC ALL REINFORCING BEAMS TO BE ASTM A515 ¢EOI.�¢C t NOTED A ¢¢ q CRAPS 60,DEFORMED BARS CAL'/FLARED STEEL ANCHOR BOLTS HAL p N 6C MAT.AND '•a�� _ t' F O N D °� T O N P L °� N ALL ELD -R 10 5TR-U WELDED 12-FROM CORNERS,BOLTS PLATES AND BE`A5IENED W13,X3`PLATE HASHERS. 1,,.1.,�7 "-"''Y •- VTH N FIELD.¢�C�lO STR'KT'JRAL DRAWINGS THERE SHALL BE A MIN.OF 2 BOLTS PER BILL, - . ' KITGHEtJ - a _ _a' P•47 - WINE CItJIIJG � m'3 o as`-_ L - GRILLING - m-T�a naa �M 77 E ISTING HALL HILL _�� 1 ON. - • Q Q o qL C o 2,m Y n PC5TING �f Ilul/ p /j 3AGi� HALL Ijl17ll c j f _ 14 E X E 10 D L Ln DLO.4EI�ihT TO MAILH ICt.WINvOW --.5} - � Y�n LIMING EOUAL G.:4! ' NEW DECKING RAILING\ -' - �• V GON/'D DINING DOUBLE HUNG-WUDH 2626 � 9' ON. N MUNTIN5:2/2 AND NI,15 TO MATCH O 0 EXISTING - R O.J2 3/B'X 61 I/2' - • H-•+ /�� U O • FRENCH IVrWING-WJIFD 5468 � � - W MUNTINS 2 AIDE K 2 HIGH > fy V� Ro,65 5/8'X B_1/2' SUNRbOi t ATION O Q (A _ - -—� -DOUBLE W:NS-WVOH 2626 PL4N FOR CO GER TO D TUB_= - 4--P (n L N N MUNTINS:2/2 F RO 32 3/5'X EI•I/2' LOCATIONS /P T �•________ - DOUBLE H.NG-MUCH 2626(TEMP) I DOUBLE HJW-NOV.2626 - - - �•' P / R.OMUNT 35 D/B X 61112" _LL L.Y _I•._I—I. �_L R0,32�5IN�611(S, i� GEPIER.'L LAN NOTE V • O �I^ 0 •O t Pr-�----------------------------- � __T • _ T ALL EXT,WALL 10 E 2xs 6" O "-4 - OL(UNLE55 NOTEC OT ERNI E) - L •� WINDOWS f FRENCH DOOR TO BE'MARVIN'� I^ \� WOOD ry NDONE(WOOD ULTIMATE/PANEL) - - LL W ALIGN FACES O\ NNON IMPACT FE515 ANT GLASS PROVIDE - N T O COLUMN5/PILASTER5 W/ A , LTWOCD PANEL5 AND FA INS LL EXISTING �YCTCM a5 SPECIFIED IN THE Z PVC SILL(HEIGHT TO BTH.ED.OF MA'S.STATE BLDG.CODE GOVID PORCH / �`� .I MATCH EXISTING) (¢EFER'OCLE'/ATBY TFDLPOCN LTH • DJILD OUT 2X4 WALL PAD OUT 2X4 WALL BELOW BELCH,AS EXI ,PATTERNS) O M,g61 SHELF/SILL AS NEEDED TO ' - 5HINGL_D WALL/RAIL REFER TO ELEVATION5 FOR WINDOW' - '� job no.: A22 • OL GN W/EXTERIOR FACE RO,HEIGHTS ABOVE'.�XIaFLOOR _ F EXIST NG SHINC-LED )' 1 WALL/RAILING O W/LLB - 1 U ST B�G�LA4.j 0 N C18t0 26 SEPTEMBER 2014 �_-- _ _ --O —I _ Pi G ROUND TAPERED RUV,TOp scale AS NOTED ' 1 ___ (`t DECORATIVE PILASTERS CT EXISTING HOUSE •,N TO MATCH ENISTING COLUMNS WALL/DEMO nJp• VRA '( y 3 c (ON 11/4 THICK BLOCKING -Q as dFyyyn KMW TO RECEIVE/2 PLYWOOD ____ 48B ry - ry AND IX CASING) _____ WALLS AND ITEM5 TO O Hoe EXISTING COVERED '° 'E 1 t y 6 BE REMOVED T �^/ rev. , PORCH TO,REMAIN r - k V ERE REMAING WALLS rc LrSj�`S�' N��G rev. NAL ENG\ l _ NEW WALLS v u ° °s'� I bltx rlrcie DEMO NOTES I 1 q I EXISTING-DASHED WINPOW5 e NALL5 IO 3/"a' F R 5 T F L O G R F' L A N 1 TO BE REMOVED AND PATCHED A5 A--1 NEEDED OR REPLACED AS NOISED. ISSUED FOR CONSTRUCTION SY1F I J OI (7 L N/ A2 M V V ASPHALT SHINGLES TO - v MATCH EX15TING ao o ` 12 p C^ro1 10 EXIST. Y EXISTING ti E "PORCH ROOF PITCH TO VA - y y A5 NEEDED TO ALIGN WITH O UNDERBID-OF 115T.WINDOW 51LL5. F L w. flll2 EXISTING OOF INE T7F 12 �12 -IMEW T e r . _ PJL ROUND TAPERED - - .. ,a " e •. ,. ,, .; ., , .. � • _ DECORATIVE PI T ? '.T ��L 7' - - TO MATCH • r. �7 OLUMNS FF ALIG EAVES— o_ Lu FVL BILL(HEIGHT TO —M4TLH EXISTING) - - PAD OUT 2X4 WALL ® QJ BELOW A5 NEEDED O ALIGN W/EX15TIN6 N/!1 RAIIINL-/SILL AND RAIINI ETINE AND MATCH EXISTING , EXISTING LATTICE WL.SHINGLES W/ TO BE REMO/ED WEAVED CORN-R5 - AND REFLALLI WITH _ AND FLARE TO MATCH D VERTICAL IPE - ALR5FAG W/I/4'MIN. EXISTING - I AIRSPACE R 'G H T E L E V A T I O N AND HEATIN6DNG5,BALUSTERS AND NEWELS TO MATCH 5LALE. 1/4,- 1.'_O.. . • •'PORCH ROOF PITCH TO VARY - - .. • EPi 8r_ A=o A5 NEEDED TO ALIGN WITH NOTE. 2-- 12 _ - UNDERSIDE OF EXI5T,WINDOW 51115 NEW EAVE,FA5CIA AND `t"m RAILING TO AL161 W,' IST - 4 JIST SPC PC OE) 12 - - m mQ +V '•PORCH ROOF PITCH TO VARY X 2 HEIGHT AS NEEDED EXIST. _ o m o o am-V$,o H A5 NEEDED TO ALIGN WITH EX15T� _ - ^-- s ma= mT arm. UNDERSIDE OF EAST.WINDOW SILLS - •. - ASPHALT SHINGLES i0 ♦. MATCH EXISTING 5/6'LDn PLYW000 ma m_m 2X6'5 m I6"O.L. - ASPHALT 5HIN6LE5 TO • - ••• '�'�Ni.P ST _ MATCH EXISTING - ' L`/L HI • EXISTING ROOF LINE - p V C 3 O EXISTING 2.X - EXIST. 1�_ • 12 FLR.SYSTEM C ' u Qu ` PAD OIT FRIEZE AS l// O Q (n NEEDED TO ALI6N N EXI5T. Ln SECOrtD FLOOR - • PORCH FRIEZE BEYOND r }� y_ -p EXISTING) - TOP OF D5L. - f2/1 3/4'X 16' 'PLATE 2 SUN,ROam L`/L HDR. PJL ROUND TAPERED - D-LORATIVE FILASTER5' }� ALIGN EAVE5 ?O MATCH EXISTING \ 2X5 LLG JOIS'S i - (n �OLVNNS I6'n/.W/ CC �r•t PVC ROUND TAPERED— EXISTING HOUSE IXb E06E A CENTER cN - C •V Lvn O y--• DECORATIVE PILA5TER5 - I.X'RIN✓LASING— BEADA'�Ii f� �J V/ (� TO MATCH EXISTING 1/2•LDX PLYWOOD O W - O• VI COLUMNS - 4$B 16"OC. FT13 F.G.INSUL. - SUNROON� - 33 y RAILINb/SILL AN -' PVC SILL(HEI6HT TO g Uo C LL m W �NINC-LE LINE TO - _ 3/4"TeG PLT'WOOD MATCH EXISTINGU11 PADL 2X,I N Na),L 2XIO FLOOR pi NEW RAILIN65,BALUSTER5 BELOW 51LL/5HELF A5 J015T5 16'OC. ux AND NEWELS TO MATCH NEEDED TO ALIGN W/EXIST, A/2XIO DO'.RIM V) EX15TIN6 t SHINGLED WALL/RAIL SUB FLR. _ gIRST FCOOIZ `V FIR5T F OOR ®® ^11 IEXISTIN6) •EAMTTING FLARE TO MATCH u ON a�%6 PT.SILL ON 6 r� T ' 51LL W/5/6' ANCHOR i�� BOLTS®4 O O L EXISTING 2X' \` ,%9 J W.L.5HINGLE5 W/� (ttPILAU FLR.SYSTEM Ob r10.: 1422 TO BE REMVED AND FLARE TO MATCH �—EXISTING LATTICE �� S EX15TING AND REPLAOED WITH EXIETIN6'LATTILE�� DRAWL- C S9 date : 265EPTEMBER 2014 X4 VERTLAL IPE - TO""E' O DECKING AT SIDES - - AND REPLACED WITH V i ^"LON'LRETE DUST— V C y .BCBe A5 NOTED PVC SILL(HEIGHT TO OF DECK W/I/4'MIN I:(4 VERTICAL IPE ;* LOVER(3000P51) EX15TIN5 FOUND A4f MATCH EXISTING) AIRSPACE:IXB SKIRT - DECKING`A/I/4' ///a WALL B�S`L,O O• C PAD OLD 2X4 WALL; AIRSPACE)ON((2)2X / , .. '] (/> 1 BELOW A5 NEEDED P.T,9LOLKING/FURRINI I`U IJ m drawn KMIN t0 ALIGN W/EXISTING • - • - n/ C EXI5TIN6 BLAB Q 29 )y rev. R E A R E L E V A T 1 O N 6 LOON 2H*ETE 12' -�/ OT p 488 WALL.ON 24" IN ` rev. We ERE e FCOTwc- FSS OA/SrERED.\`!Q R� 5LALE: 1/4" 1'-0" /ONAL EN G`\V`` oSEGT•ION A-2 5 L A L E 1/4 1 -O" ISSUED FOR CONSTRUCTION snt . of 6 I GENERAL FOUNDATIONS MASONRY 5. GONNEGTORS SHOWN ARE A5 10 ALL PLYWOOD SHALL BE APA' - MANUFACTURED BY 51MP50N PERFORMANCE RATED PANELS CONFORMING b STRONG-TIE GO. ING, SUBSTITUTIONS TO THE FOLLOWING:MINUMUM REQUIREMENT5: I. 5TRUGTURAL DRAWINGS ARE I, THE ALLOWABLE PRESUMED 50IL I.,MASONRY GON5TRUGTION SHALL,; MUST BE'APPROVED IN WRITING CX TO BE U5ED WITH THE ENTIRE BEARING GAPCITY 15 5000 P5F, GONFORM TO THE REQUIREMEN75 BY THE ENGINEER.- IN57ALLATION A:,FLOOR-57URD-I-FLOOR T$G, EXPOSURE 1, no SET OF DRAWINGS. WHICH 15 TO BE VERIFIED IN THE FIELD OF SPEC,IFIGATIONS FOR MASONRY OF ALL GONNEGTORS SHALL BE * 3/4";SPAN RATING 16 V BEFORE GON57RUGTION. 5TRUGTURE5(Ar 1530.1/ASGE 6-35). - IN 57RICT AGGORDANCE N17H THE N y 5TRENGTH OF MASONRY F'M=1500.F51. ' THE MANUFACTURER'S IN5TRUGTIONS B. WALL 5HEATHING-EXPOSURE 1, 1/21i, 2, ALL SAFETY REGULATIONS $ MUST EMPLOY ALL REQUIRED SPAN RATING 1611 _ s ARE TO BE STRICTLY FOLLGWED. 2, FOOTINGS SHALL BE CARRIED FASTENERS. A cn METHODS OF GON5TRUGTION $ TO LOWER ELEVATION THAN 5HOWN 2.'VER7IGAL REINFGRGING OF MASONRY C:ROOF 5HEATHING-EXPOSURE.I, 5/8' EREG71ON OF STRUGTURAL MATERIALS ON THE DRAWINGS IF REGUIRED TO WALLS SHALL BE AS.INDIGATED ON SPAN RATING 16". - I5 THE GONTRAGTOR'S RESPONSIBILITY. REAGH PROPER BEARING GAPGITY. THE DRAWIN65. ALL GORE5 OF 4, ALL CONNECTORS SHALL,BE MASONRY UNITS SHALL BE FILLED. H07 DIP GALVANIZED. j FMq E WITH GROUT.. REINFORGING BAR 3. THE'GONTRAGTOR 15 RE5PON515LE 3 WALLS AATING AS RETAINING WALLS LAPS SHALL BE 2'-6" MIN. FOR D15SEMINATION OF ALL SHALL NOT BE BAGKFILLED WITHOUT 5. INSTALL ALL CONNEGTOR FASTENERS' D o WILLIAM p CSIGN�GRITERIA'. REVISIONS $ REGUIREMENT5 70 BRACING UN71L ALL SUPPORTING SOIL BEFORE LOADING THE JOINT:. c? BISHOP THE 5U5GONTRAGTOR5. $ SLABS ARE IN PLACE $ AT 3. HORIZONTAL JOINT REINFORCING APPLIGA5LE BUILDING GORE "STRUCT „ FOR MASONRY SHALL BE'EQU1L MA55AGHU5ETT5 BTH.EDITIC URA( ADEQUATE 5TRENGTH. _ No.294 TO'DUR-O-WALL TRUSS MANUFACTERED 6. SPLIT WOOD 15 NOT .AGGEPTABLE 88 � 4 RE50NABLE CARE HAS BEEN w WITH WIRE CONFORMING TO A5TM A 52 FOR ,ANY CONNECTION, DE I'N WIND' PEED: 0 MPH �oT TAKEN IN THE PREPARATION OF 4. GOMPAGT ALL FILL UNDER FOOTINGS'` $ COATED FOR GORRO510N PROTEGTION 2 S v S F5 G/STEREO ALL DRAWINGS AND SPEGIFIGATIONS $'SLABS TO THE SPECIFIED DENSITY . IN'AGGORDANGE WITH ASTM A 15�, •• - w 3�pNAL"ENG�C� cu GLA55 B-2: ALL WIRE HALL BE F: ALL EXF05ED FRAMING MEMBERS HOWEVER THE ENGINEER DOES NOT $ VERIFY. ° - fit.. _ • , GUARANTEE AGAINST HUMAN ERROR " MINIMUM. PROVIDE MINIMUM _ SHALL BE TREATED PER AWPA STRUGTUR,AL DESIGN GRITERI,A OIMPERATIVE $ FL THAT REASON I,7 IS If PERATIVE . LAP OF 6" $ USE PREFABRfATED T5 G2/Gg GGA 0.25 $,MEMBERS IN THAT�THE GONTRAGTOR SHALL CHEGK L , CORNER SEGTION5 AT ALL '' OONTAGT WITH 501L SHALL BE ALL DIMENSIONS $DETAILS $MUST WALL'INTERSEG71ON5. t TREATED PER AWPA G23/G24 F.IR5T FLOOR 40 PSF LL VERIFY ALL GONDITICNS, DIMENSIONS, 5TRUGTURAL STEEL GGA 0.60, JGB SITE FABRIGATICNS 15 PSF DL �` v $ ELEVATIONS•AT THE SITE. ALL GUTS $ BORES SHALL BE TREATED IN w 4. GOGNRETE-MA50NRY UNITS SHALL ACGORDANGE A11TH AWPA STD. M4. - SCGOND FLOOR - ✓O PSF- LL' DISGREPANGIES SHALL BE BROUGHT DESIGN, FABRICATION $ ERECTION G gC.` .� TO THE ATTENTION O CONFORM TO ASTM F THE ENGINEER = SHALL BE IN AGGORDANGE WITH .. .r + 15.PSF DL (lam THE A15G.5PEGIFIGATION FOR, _ r - ATTIC/5TO. 20 PSF LL a 5TRUG7URAL 57EEL FOR BUILDINGS, i5'.ALL MANUFACTURED LVL.WOOD FRAMING e 0 PSF DL' r THE NTRAGTOR 5HALL SUBMIT LATEST EDITION. " 5. GONGRETE BRICK SHALL GC,NFOR.M ERS SHALL HAVE TNB FOLLOWING 5. GO L TES ED O -MEMB COMPLETE 5HOP DRAWINGS FOR TO;ASTM G55. PHYSICAL PROPERTIES AS A MINIMUM: - ROOF G5L 30 P5F SL f ALL CONCRETE REINFGRGING,ALL 15 := m TH E=1.cIX106P51., F0=28O0, FV=24O. PSF DL 5TRUGTURAL STEEL,$ BD 2. STRUGTURAL'SHAPES SHALL CONFORM • 6..GROUT SHALL CONFORM TO THE` " � - EXT. WALLS/STOR. � l5 PLF• DL: GALGULA7ION5 $ SHOP DRAWINGS 70 THE FOLLOWING: FOR ,ALL MANUFAGTUREREI7 LUMBER REQU REM-tNTS OF :ASTM G 46 $, S SHALL HAVE A COMPRESSIVE INT. WALLS/570R. O PLF DL` q, ALL FLOOR JOLTS SHALL BE fAS ++ PROGUGTS $ THEIR CONNECTORS _ A.'wiDE FLANGE MEMBERS ASTM STRENGTH OF 3000 P51. J ��. FOR REVIEW'PRIOR TO FABRICATION. Agg2 GRADE 50. a MANirFAGTURERED BY B015E G.ASGADE• - DECKS/PORCHES 40 P5F AS DRA 5 SIZED ON THE I W NCB ALL ,10 PSF dam,a « - B. GHANNEL5 $ ANGL'ES ASTMA36. FASTENING, BEARING, BRAGING $ e 7, VERTICAL $ EOND BEAM 5TRIGT AGCORDANGE .REINFORCEMENT SHALL CONFORM STIFFENING SHALL BE iN .� W.: G. HSS ROUND $ RECTANGULAR TUBES WITH THE MANUFACTURERS REGUIREMENT5. .; CONCRETE TO THE REOVIREMENT5 OF ASTM A615.' �flL TO A5TM ,A 500;GRADE B FY=46 KSI: A I. ALL GONGRETE'WORK ,AND f-IATERlALS F« - r0. MORTAR.SHALL GGNFQRM TO THE •. ;. GENERALYNAWN6 SCHEDULE-110 MPH SHALL GOMIo LY WITH THE 5PEGIFIGATIONS 3. ALL GALVANIZING'SHALL`GONFORMr "y FOR 5TRUGTURAL CONCRETE FOR BUILDINGS = TO ASTM A 123. REQUIREMENTS OF ASTM G 2-70 JOINT DE4GRIRTI6P! NUMBER OF NUMBER cF NAIL SPADING w AND SHALL BE TYPE M'OR 5. COMMON NAIL5 Box NAILS OJ (AGI 301-Bg). ROOF FRAMING CV O b. 4. BGLTED GONNEGTCNS SHALL BE WITH - o BLOCKING TO RAFTER(TOE-NAILED) 2-BD 2-1oD EACH END CO 2: ALL GONGRETE SHALL HAVE A 28-DAY HIGH 5TRENGTH BOLTS iN AGGQRDANGE . ol:QUALITY A�5URANGE TE5TING $ RIM BOARD TO RAFTER(END-NAILED) 2-lbD E-Ibo EACH END o GOMPRE551VE STRENGTH OF 3000 P51, WITH THE 5PEGIFIGATION FOR iNSPEGTICN SHACL BE PERFORMED k^- WALL FRAMING WITH MAXIMUM INCH AGGREGATE $ 5TRUGTURAL JOINTS USINv.ASTM A 325 N AGGORDANGE WITH THE 5_I6D -_� TOP PLATE5 AT INT-R'EGTION5(-AGE-NAILED) - 4-I6D AT JOINTS MAXIMUM 6% AIR ENTRAINMENT FOR OR A 4g0 BOLTS. REQUIREMrNTS OF A 1530.1/ASGE 6/83 ` ' tF EXTERIOR CONCRETE EXPOSED TO 5Tuc TO STUD(FACE-NAILED) bo 2 I6D a'...24 Oc. t '. MOISTURE. a .. °. s ., ' .„ - ,� .,y, HEADER TO HEADER(FADE-NAILED) 16 O.G.ALONG ED6E5 , :F 5.'ANCHOR B ,4 BOLTS SHALL BE ASTM 301 r +FLOOR FRAMING 3 ALL REINFGRGING STEEL SHALL BE FRAMING LUMBER $ GONNEGTORS * •' -15T TO 51LL,TOP PLATE OR GIRDER(TOE NAILED) { 4 aD 4-Ic6 PER JOIST V) DEFORMED BARS OF NEW BILLET STEEL , 6, WELD5 SHALL BE MADE BY OPERATORS sLccKING To JOIST(roE-N TEED) 2 eo -10D EACH END y L (u N GONFORMING TO A5TM A 615 GRADE 6G. : GERTIFIED BY THE STANDARD I. ALL FRAMING UMBER SHALL BE . BLocKINb ro sILL OR TOP FATE(Toe-NAILED) s-I6D a I6D' EACH eLCGK _ +� LJ �.� o OUALIFIGATION PROCEDURE OF THE KILN DRIED Ig/o MAXIMUM MOISTURE•, - r LEDGE¢STRIP TO 6EAM OR GIRDER(PAGE-NAILED) , � - 3 I6D •�. _4-I6D 'EACH'JOIST � AMERIGAN WELDING 50GIETY, GON7ErN7. LUMBER SHALL MEET N C, - AS A MINIMUM THE FOLLOWING - ' JOIST ON LEDGER TO BEAM(TOE-NAILED) 3 BD 3-IOD PER JOIST Y'. C 4. GONGRETE GOVER.OF REINFORGING BAR,,, N 0 �1 L 5. ` DE51GN'VALUE5 FOR SPRUCE-PINE.-FIR: - : BAND J015T TO JOI5T(END-NAILED) 3 I6D .P 4 I6D PER JOIST In-' •- SHALL`BE AS FOLLOWS�� 1. WELDING SHALL BE'N'AGGGRDANGE " ' BAND JC15T TO SILL OR TOP PLATE(TOE-NAILED) 2-I6D 5-I6D -PER FOOT �y C A. 511 AT CONCRETE PLAGED DIRECTLY WITH THE AWS DH CODE FOR WELDING A. 2X STUDS GON5TRUG7I0N GRADE ROOF_HEATHINC° Q -0 _ AGAINST EARTH. N BUILDING GONSTRUGTIQN. FB=BCC, FV=65, FG="150 Ln « - . ... ., - !^+GOD TRucTo^:�.L rA.r+ELS _ 'U o - B cu r -RAFTERS OR TRUSSES SPACED OF TO Ib OG HD -10D 6 EDGE./6"FIELD •O d AT ALL OTHER LOGATIONS. y B. 2X JCIST5/IRAFTERS.NC ,I'GRADE - a no 3. GGNNEGTIGNS NOT DETAILED SHALL•,` t.° FB- :SG, FV= IG -RAFTERS OR TRUSSES Sp:TGED OVER I6 OG _ gD IOD - 4"EDGE/4"FIELD - ` 0 �y ON E BE DESIGNED FOR THE LOADS SHOWN, - -GABLE ENDWALL RAKE OR RAKE TRU55 W/O GABLE OVERHANG'- gD IOD •6"EDGE/6"FIELD m C C .LICU 5. NO HORIZONTAL CONSTRUCTION JOIN75 ON THE DRAWING5 OR FOR LOADS G POST NO. II GRADE FB=800, N l0 Lu FV=65, FG=/ 15 -6A5LE ENDWALL RAKE OR RAKE TRU55 W/5TRUGTURAL OVTLOOKER5 HD IOD 6"EDGE/6 FIELD T ARE ALLOWED,UNLESS SPEC',IFIGALLY GIVEN IN THE STANDARD LOAF,) - 2 SHOWN ON THE DRAWING5 OR ALLOWE_ID TABLES OF AI5G FOR THE SPAN, + CABLE END-LL RAKE OR RAKE TRV55 W/LoO OUT sLoc HD s 1oD 4"EDGE/A"FIELD IN WRITING BY THE ENGINEER.. 5EGTION $ STRENGTH SPECIFIED. GEILIN65"EATHING ' ` -• 2 ALL FASTENING OF FRAMING, }' 6yp5UM WALLBOARD 5D GOOLER5 l"EDGE/10"FIELD PLATES,SILLS, SHEATHING & lob no.: 1422 F r OTHER WOOD MEMBERS SHALL WALL 5HEATHIN5. .date : 26 5EPTEMBER 2014 6 REINFGRGING EMBEDMENT STANDARD g. ELEVATIONS T NOTED AS TOP OF STEEL BE IN WITH THE «s 16• i,. REFER TO THE TOP FLANGE OF ROLLED REQUIREMENTS $ THE, " c= UP 6. - SCale : AS NOTED BAR LENGTH HOOK (• -CID TRVGTU¢AL . SECTIONS. DETAILS SHOWN $ MINIMUM siuDs sP.ACED o:. � aD IOD EDGE/12°FIELD , - c _ H 1/2"AND 5/�2'FIBERBOARD PANELS 4 8D 3'cD6E/6"FIELD (�faWn KMW «6 2O• 16" -MASSACHUSETTS STATE BUILDING ' GGDE 8TH'EDITION. - .-1/2'6-5UM WALLBOARD - 5D GOOLER5 T"EDGE/10"FIELD rev. FLOOR 5HEATHINv rev. ,• 'r WOOD 5TRUGTURAL PANELS Q 4 e a - OR LE55 - 8D IOD b"EDGE/12 FIELD 'I- GREATER THAN IOD I6D 6"C-DGE/6 FIELD Y \I i. ISSUED FOR CONSTRUCTION shE 3 of 6 � o ------------------------------ E PT.2T6 Br-r�=r < __ EXISTING?X DEGK Cd ,O Z r r i , z � r Cy C9 A r r I ill — ]) r x r- _ rF rni� ii' ___________________ y i �F r � wig -- Rio r r w 4i r Ni9, ,yi9i wig i o r r rr r i r EXISTING 2%OECK - m WII E. FT.7X6 DECK o lO15T5®Ib'OC. H '? r V P.T.T5 DECK r "s 1 - -- -o' TOP OF NEW J015T5 TO MATCH Qi i i ______EXISTING DELI. r EX15TING DECK o O o O O S o O HEIGHT OF EXISTING ,� - — �-----_ O ///x R J015T5 TO REMAIN JOISTS i0 REMAIN / ,I N w / r rCU Oyu O' O' Oo 1 _ ___ __ _ __ _ w. _ ____ _ �•® A ]XIO LEDGER I] N1/�'VIA �1 r r r r r r i BOLTS B 13'O.L. r r r VERT) L. ' r ri r ___ __ ___ ___ ____ - __ -- J 1 r r r r r r ZE.x15TING DELK EXISTING.BEAM J I ^_a L d ,.___ ___ _____ _ _ __J5FER TO REMAIN ____ _ _____ _____ _- - I __ No }r 'r___________________________�___________________ r ____________________ ___ l Iz I.T 2'I05 CANT - ' r TO ReiE1I iE EX15TING ,q %BEAM 6 ZEXI5TING DECK --_ N EXISTINGDELK _ _zlr r r - « S JVIST510 REMAIN J015T5 TO REMAIN w' CON RACTO T AND ALL DECK FRAMING l.J r- T W x WEET ACTOR i0 CONFIRM ALL EEI K FRA INL _____14-____ _- - '-'-"""' PRIOR API CONLTACTION iE5 PRIOR�ro�LON=TRucnoN A r----------------------_______________________________ 'v i ----EXKTIIYu-?X-BEAM---�_=-C+'USUN6?X 5EA1'F---_— " E i'TIN6 POST SIZE TO BE - �/ CONFIRMED BY CONTRACTOR SF CIO F I R 5 T F L O O R F R A M I N G P L A N 5 C A L E I ' = 1'-0" VJ . � In CO C) LO Ln _ r r ._ L r r r'--------------------------- r r } 7 i z — wR — r 21 I t WICCI yG O Q cn �gxlsTlnG LEILwG o• T-L % - U elSNOPO, � .m - r S O 5T 5 rrn �. T r c T1 R �I ! 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S-2 v ISSUED FOR CONSTRUCTION Ent 4 of 6 $ o I. b - --- ------- --- ------- -------- � � 0 / I' rya I - -- - b o I i' _ ------- 5 _ , : , LL , -lAIA TO RIDGA__ JX15TIN RIDGE O EX_5TINL ROOF___ � , 'i E%ISTING'RIDG cl O E'PM TO REMAIN �-. — �.: -.�-jai—. �_ _. _ ---W. ,. — -- :-- - "-" "- _. - - { - N BE- REMAIN —i BEAN:TO REM41N—� RAFTERS ------------- - 1 a I �Ex1srING RocF— �' g w'd i`n w��N �. -:(2)1314„ j RAFTERS i[ \` ` '4 \y �*2X LEDGER BOARD ____ _ RAFTERS ABO`%E HIP/ O Z' NNN o c V -o w ---- -- a.a A --- ----- Y�rc i. V BGLTS AT HIP ��ya _ - r ----- _ (2)1/E'DIA.F B"LA6_. / �� ()1 3/4 11/4' Y ♦ - V V V 1_ N LVLHDR.---------------------- - EXISTING ROOF - - \ ,. - Y , __i_ ____-_____ --------------------_______ _ _____� i .' 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(2)W26 JOIST— : 4%4 POST : - + HAND ERS.(ONE-ON`• HUL4B JOIST HANGER e eC110VE AND REELALE c - - EACHE.'A I E::15TING RAFTERS ONLY IF - - -�/I ° THERE 15 A TRUE VALLEY/ .. L (2)1•3/4'X'l 1/4• :I�G L L� �. ` • � <� � � `\ - --- BEAM AT ROOF - - '' � . � LVL HDR. �WINGOW OPENING • � V u�_-_ _ C` PT.4%4 PO5T FELON !T516 TWIST STeAP ! ' cowN�o coat.naE e i 6L40 GAP/FASE d E IST. AM TO RE AIN '` y E%ST.B�AM�RE IN __ "-LOOF FRAMING TO LONFIRM EXISTING ROOF ^'• • - -• - e a. e FLOOR JOISTS --.Jl—i' •.� 5501GIATE5 ¢OOF FRAMING WITH ARGHI-iEGH A , PRIOR TO LONSTRULTION A5 SHOWN - • _L5TAI65TRAP TIE r s '. .. « .:- .. - . .. • .. EXIN 11ftME DO5Y 51ZNT.¢ALT R ROOF' FRAM NG PLAN x PLAN VIEW AT DEGK.FRAMING ELEVATION AT SUNROOM FRAMING .y2 5G.ALE I °_ 1 TE/P T 00 ,. PLA 05 - , `, ,:: a ,, - � -_ •. m _ - ,., i � SCALE:I I/2.. 1._O.. - • _ _ �, � _ ' NNEGTIOhJ DETAILS , • r e , '„ ^c n Y w .r gg C � ,. F a . .. - Y \L�4 "'.. X - X - TRJG MsU) bB Ho EXISTING � L OF" E/.IS wN w ROOF DE4, r GSTRL It SHop? No CTURAL� rn V)< EX1 - .a. .' : - tn--- ----- - -----.- ------ ---- ( G/S ftE08 J • pC > cVU , � • O FS TE �� V S/oNAC ENG�� il :;C N s 5 1/4:12+/- - - s, .. r. . 0-Q V) m m -0 t POST DOWN-WOOD rn g - WOOD POST UP AND DOWNLill 73 u O c j 0 °fir V) IZ E k Ln x - WOOD P05T UP V Ol'E IL -------- -----'- ------ - -- - • 7 L.L cd o -,BEARING WALL'LELOW V) 2 O0C —EXISTINCG EXISTING - . f- UNEQUAL ROOF PITCH ,* - - L P05 5 D5 F AM TO-DE lob no.: I422 AL T p EN O 6E S a, New\/ALLEY TO AL6N (5) 2X4'5 OR (5) 2X6'5 UNLE55 NOTED X '• WITH IN5IDE CORNER OF - t. . w HOUSE ((3) 2X6'5 AT ALL EXTERIOR WALLS) date 2B sEPTEMeER pow SCale A5 NOTED h r - ALL WINDOW HEADER5 TO 5E (3) 2X6 5, drawn: Mw C T rev. :. W/ I/2" PLYWOOD UNLESS NOTED 5 _ SEE STRUOTURAL GENERAL NOTES rev. a gND:TYPIGAL DE7AIL5 FOR OTHER R O O F F' L A N REQUIREMENTS. S- 3 C 5 G A L E 1/4 _ 1 -O.. - - c • 1.. of ISSUED FOR CONSTRUCTION sbt 5 6 o E SHEAR WALL • E O MDT LESS THAN 3'-0'FROM OUTSIDE CORNER) O 51HF50N DSPZ 1&'00.TO '— v FASTEN SND DBL.TOP PLATE y ' XT M F ONT1 H R O _ AT SHEAR WALLS AND WALLS ----ii -- CONTINNNS BLOCKING NAILED— - F TWO BRACED WALL 5E5MEM5 Q W/LARGE OR NUMEROUS OPENINGS TO JOISTS AND TOE NAILED 51MP5ON MT$30 TW15T$TRAP DOWN TO TOP PLATE W/ONE - _ry ATTACHED TO RAFTER AND STUD IOU NAIL EVERY 9" EEL TOP PLATE r�'i N IMP N HD T EVERY CRIPPLE TO ABOVE HOEDOWNS - 'SND ABOVE EVERT OPENING _ 2X4 DBL.TOP PLATE - INSIDE ONLY t y 51MPBON H4 HANGER5 SEE TYPICAL SHEAR WALL 1/2-GYP BOARD b Z SECTIONS FOR PLYWOOD VERTICAL PANELS;ALL AND 6YP5UM PANELS FOUR ED6E5 FASTENED AND FASTENERS (PROVIDE BLOCKING - d AS NEEDED) FASTEN SHEATHING TO HEADER DD COMMON NAILS IN GRID PATTERN A$SHOWN AND 3'OC 2X4 a 16'0C.STUD I IN ALL FRAMING 5TUD5 AND SILLS(TYP) c N IbD SINKER NAILS IN 2 ROWS h E e 3'04. _ O - I SIMPSON(1)L5TA21 51RAP L +- HEADER TO JACK SND O SHANGERS H4 - (I PER JACK 5TW INSIDE ONLY) - H p 0 U 2X4 SILL PLATE MIN.(2)2X6 5TVD5 fTYP) KING POST STUD - LONTIMJOVS BLOCKING NAILED - JACK STUD. TO JOI5T5 AND TOE NAILED DOWN SIMF50H DSPZ 16,0C.TO - DOD NAIL E PLATE W/ONE VERY 9" " - I -� , FASTEN STUD TO 50LE PLATE L EVE AT SHEAR WALL5 AND WALLS ----- M LAF6E OR NUMEROUS OPENINGS - 2X6 SILL ON 2X6 PT SILL - ;--) k - W/5/5'XI2 5ALVANIZED •L - 5TEL�ANCHOR 3OLT5 MAX.1-'FROM CORNERS. LS—V R�T5 SHALL — NO. Al3 X3'PLATE WASHER$FASTENED R IF JOISTS RUN PARALLEL TO A� 1 . 5HEAR NWLL,THEN ELOCKIN6 - SHALL DE A FLOOR_015T •• ! . ! (TYPICAL AT OPEN�IN651 5-O OR INTERIOR 5HEAR WALL5 DO REFER TO FRAMING PLANS FOR C -01 FROM GORIXIERJ NOT REQUI.¢-HOLD DOAN5 FOR APPLICABLE LOCATIONS. - NOE: STANDARD G0N5TRUGTI0N DETAIL APPLIES TO ALL FIRST FLOOR EXT.5HEAR WALL5 - � .¢EFER-TO FLAMING-PLAN=.FOR ! REFER TO FRAMING PLANS FOR APPLICABLE LOCATIONS , "'REFER TO FRAMING PLANS FOR APPLICABLE LOCATIONS. - - FOR APPLICABLE LOCATIONS. V WALL BRACING C NARROW- .. �� - AR WALL 5EGTION O HEADER STRAPPING TYP. EXT SHEAR WALL HOEDOWN DETAIL TYP. EXT, SHEAR WALL OPENING DETAIL TYP {NT. 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' W o OToYFIGAL RIDGE 5TRAP DETAIL OPTIONS >v n o�Q u fa ✓f E ul (i)H2.5A G t-v) O (LTS,HTS RAFTERS O cu m-C SIMILAR) H10A RAFTER " MLl C - O ✓O' (�/ '�X' / \ F M -OV R 2X12 LEDGER SIMPSON H3 CLIP - 1 O e 1 i1 ATTACHED W13-16D TO SOLID (n + LOW HORIZONTAL 2 HORIZONTAL 2x BLOCKING FOR � LEDGER NAILING THE PLYWOOD EDGE ' - TO BE PROVIDED AT ALL job no.:1422 UNSUPPORTED EDGES OF REFER TO FRAMING PLAINS PLYWOOD WALL SHEATHING CONNECTOR IN PLACE BEFORE ORAFFER i II del0 :265EPTEM6ER 2014 -\ PLYWOOD SHEATHING LSTA9 SCale AS NOTED LS70 drawn KMW rev. rev. O O5 PLYWOOD BLOCKING DETAIL 6 RAFTER.GO_NNEGTION DETAILS 8 FRAME-OlER LEDGER DETAIL . NOT TO SCALE O NOT TO SCALE O NOT TO 5C.AILE S ■ ISSUED FOR CONSTRUCTION sn1 6 of 6 • -7� CARBON MONOXIDE ALARMS MUST BE INSTALLED PER 5 ;z MASSACHUSETTS BUILD1Nf iU_E wI�DNasu 1 1 y W'GRADE . . A . TO POUND i` PROPOSED I itl_ o.N.G.D.Iw BEDROOM *12 p� �' L 6 I I , I ■ 16 ma nNG 1 ~ kxlen I I exlan I DCIBTI 1 P"LA=�'/I 1170a ON v I _ _ I 1 1 1 I I I I 11� I 1 1 IXlaTilG wFNia'i�j a NZK i i PLATE NpT i'-&V i i i oclll ATFII NM WP�Ap��,'41 ° BP OAAT-Im ii CKronNG � 3T16a ON s,l 57XSS1DN LIVIN E%ISTING 11 e I I I. I t I DESK f^ 1 1 I' I I GARAGE REMove —wt ?H\,M. 1 aTloa DN wuDNaalti ._ I 8 r/"ox\ 1 CLG i 1 IT'S'O.C.I 1 I Not z ii b wAwr+zeao PRoPoBeD PROFOSMI 1 I 1 I GbMPUThR RM. - FOYER BEDROOM RD OOM fI i eKl 1 I eIDSn .I I onsTlNG TAYLOR EKISTING - NW - OCISTING L O I - I yy_ 1 I plNa�i a7446 DN WUDNaili mil ON sloes - I 1 a DID 1 0Ab0 n 1 a pTj 2v W 3 e 3 4x u ATe -29 •$ WUWlaili 1 - -_f PERIMETER - _ ` 0 cra M FIRST FLOOR PLAN - SECOND FLOOR PLAN �q • PRDPOBm ADot�AReA ali ertrr_ �`"'i' �o n SM KE DETECTORS REVIEWED ' (Z-- D tLI ��.-4 D BARN TABLE BUILDING DEPT. DATE zA.4 A.4 TYPICAL NOTES: FIRE DEPARTMENT DATE < N= z 1i I __ _ I_I/ WALL PLASTIER ; tel PR's'M IN8Pa°tm BOTH SIGNATURES ARE REQUIRED FOR PERMITTING j ��Q WHEN FRAMING IB COMPLETE AND PRIOR TO ENCLOSURE ar INTERIOR b �` r \� 1 cavTRncTnR SHALL eoNEouLe roles WUTNER ALL 0 Q W Q IL ' f ExlanCNOGNpNGuec cayP°Nara A�ONDIrI�i aim ouluNG coNaTRucna+ _ IL � �v . ' I I 1 - {'�"NECCOaA TKO INSURE PaleOTaGT10N. Ae MAr ae - . _ - \ W w- v 1QY 1 .`CONTRACTOR MALL INSPlC1'ALL O118nNG FROPObCo _ �iCC424CREM WALL.OlMIM000B ZO'xICNGT.) I I q }OF ANY D e� Ca TMA Y"eeµ�'m� - p W j�_ I z WQ Z GQICRETE Fro°nFIG I I�is&NGc��>ra "pDW9 J"WMP®RTANT- UPGRADE RE Q F" a qM� ,. �VANIZW STlELTCD IN Au Exla NG vo F m ALLL DOWS ARE TO BE ARe^wAr"'`"t°"° AS NECESSARr TDT°NaURE COMPLIANCE�°"�' ` PaRAnereRB IXT"E BUILDING CODE REQUIRES THE UP R I LTIMATE �-LES K--0= I I aeon TYPICAL. WORK . - ED I I I 4 ki SMOKE DETECTORS FOR THE ENTIRE DWE Iftl�sbli>� RND OUTSIDE 0 L ` jL CRAWL SPACE" 9'CONGRerE DUST CAP I I I a' ONE OR MORE SLEEPING AREAS ARE ADDED o 4 . 'BASEMENT NOTES: GARAGE BtnanNG —_——————— S I - 4 STORM PLUS WINDOWS AT PROP09m t►- GRAWL SPACE 2nt'rIL•LVL I em!! NOTE: A SEPARATE PERMIT IS REQUIRED TM THE avY W eD 1 roc. �W —1"TALLATION OF SMOKE DETECTORS-THE ELECTRImAtWALL KEY R J PRO'✓IOE aMa SARI CONTIm"I ►POOTiNG M(lenNG d I {'a">ik"rilu A 'po o` P F3o�r11 EL°�PR'D ioE° 0pRN1pL m PERMIT DOES NOT SATISFY THIS REQUIREMENT. ° $ FOUNDATION WALL .I I - aa.Te >K O.G,Fux.MIN Iwa 40 PLATE wANM I Q. DoUSLE FLOM J"Ta UNOM A PARAUJL r*"TWW 0 GIIanNG wAu.a LL of ai'�tmi1Diue65 $ I I eaJICORED"�e�r c°RooE°[wIN"Dam oR M �LATION AS C-----J MALLS TO eE RM-OVm 9y 8 : TO CRAWL N I I - .S4. eN,yy pie Ty"T ALL FOUNDATION MALLS MAINTAIN ® PROP08ED WALL6 IB �g VERIFY LOG. ,4' M N",.Cr1 COVOL ' ' J e Id ICK(VQtIFY"MOT.) I I Y 0.FVIor wm STIFFOIING ES FLAT AT ENDS OF STM S64MS, TYP. p CONTINUO H 10 N E ..I- I i.an STRUCTURAL DRAwINGa POR LOCANTimePpOpF ALL wRNUgC�TLRpANL�COUA'NN& E,T9 FOOi9NG I I n NOr 7N T;MIS IQi' UNLESS arNCItWISE NaFED. L+d� g2 �tl �1 `y� 7CpOffRyATI.TgO�R SHALL pNNpq�pIS�C/1LE q�g OIM MISS b O.G. 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MATCH E ISITING - BW RAFTER VENT SIDING SEE ELEVATION p V cox eHEATHING 'TY~HOUSENRAP RW GATT INSUL. .. � kx Gm u✓SKIM COAT PLASTER N'COX PLYWOOD ON Ix STRAPPING•IIV O.C. Z CONT.RAFTER VENT 6 VENT BAFFLE / 2xi S 16'O.C. ICE AND WATER BARRIER MEMBRANE R-Iq FIBERGLASS INSUL. - CARRY UP W-O'FROM SAVE 6 MIL POLY VAPOR BARRIER AL.DRIP EDGE OVER WE 6 WATER BARRIER / AWMM.GUTTER c0RA-vERT STRIP VENT $ g88 Ix TRIM tH 8s � SIDING 0- TYPICAL WALL DETAIL TYP.WALL a �� SCALE 1-1/2' 1'-0' TA 2 .E E DE IL40 SCALE 1=1/2' - 1'-0 $ cn } • Ac/a _ BIT.JT.FILLER, O OFF J FLESw� -. . OI W/ JOINT SEALANT Ij cm PLYWOOD, W- - - - N 71I6•li'O.C. - - 2'DUST CAP R-Iq - O FIBERGLASS INSUL 6 MIL.POLY VAPOR BARRIER - DO NOT SAMFILL WALL FILL Q ZUNT .H _ CONCRETE NNED IF SAY SSTTRERGTH a li O Iu k G.YLB in, CDX PLYWOOD AND Bong TOP 6 BOTTOM •• UJ Q W Q� RE_ OF WALL A PROPERLY ^ MYG PLYWD SUSFLOOR 2X6 • 16' O.C. - 6EtGlRED. •� i'a. •:%�;5:`^'.4i�_•.:c:``::.'�:x;',Kr; L-1 F' G UE t NAIL 7G J018T8 - 2X6 SHOE - i.•':c`.'¢: �r w:� .:•�: �`s�:� `� IZ U1 W m, B/B' ANCHORCO BOLTS•B6' O.C. 1S 68 REBA", NT. SIDING SEE ELEVATION .s :" u-�,,.p yo••.a'�;` '., y,, OQpC MIN. 7' EMBEDMENT TOP•BOTTOM .� ;.. `�i`<• :,� �:u, Z N Q 0. Zd IL/B'1(B xl/4' PLATE WASHER B/4 PLYWD. SUB-FLOOR ( .•e ' RIM JOIST OR DBL.PERIMETER 2X6 P.T. SILL TOP QrPROOFING I •FOOTIING _IT cDx P�.PLYWD. SILL SEALER — — J ~ a B�orra, .mo z sxs P.T.BILL x A O ND FFOODUNDATION II 2 x10 16' O.G. Sul PcerwAr 1L 2x10 16 O.G. '• a• .e.• • .. L SILL SEALER BLOCKING ..•. �G - ------- -- 2X6 P.T. BILL .. a .. :. .., 4 ANCHOR BOLTS 1 96' O.C. - • a MIN. 7' EMBEDMENT uI/5'xS'xl/4' FL.ATE WABHL% - a• SILL SEALER 14LL 6 TAMP S'OUT FOR I e - tI! S QQQ 1 . SLOPE PROVIDE II ,• a• 2 O SIB T48 >Ht Bb i WHERE NO W�TTERBE = 1I •dSTON •. oil a e pumm S _ YlEdi •AROUND AT DAMPRooFING o FOUNDATION SHELF DETAIL 5 TYPICAL DUSTCAP d FOOTINGd g� 8 � r SCALEd In'•r-O' SCALE I-11V•I'-& < I III x91M M11L�amw�nG•Gxeur�e kj m vsxnu��warGGu�o aes wn. - O C vGxemx a exeGe GG+xut AenT xo�.a AtAllx.r xm.n.o - ATYPICAL SILL DETAIL IS = m N SCALE 1-I/2' - I'-D' 0 1 - 1 I DBL TOP PLATE W 1 Hj 1 1 , SPG (20GA.) RAFTER• %, O.C. 2x STUDS S 16' O.C. Si TOP PLATE PLATE - - 2m STUDS S 16, O.C. . I 1 ' e 6 FO.S S EA. RAFTER ° STM PLATE c (S)todxl 1/2' NAILS EAGH SIDE OF STUD ° _TOP PLATE >; _ RIM JOIST A 5 5ly BCALG N.T.S. �• LJOOR JOISTS ppi .� ..e.� SILL PLATE ... I:s� ttJ Q O CONNECTION .,.., 1.� SCALG N.T.B. e' I ' � -,e 1/2' COX.SNEATHING SILL PLATE TO TOP PLATE • 2 SEE NAILING SCHEDULE ° S/S' ANCHOR BOLTS 186'QC, • 31RR MIN. 7' EMBEDMENT �a- W/3'xB'xl/4' PLATE WASHER U3 C/] C A CQ SILL TO PLATE CONNECTION wl SHEATHING SG4LB N.T.S. JOINT DESCRIPTION NUMBER OF NUMBER OF .NAIL SPACING '• - - ,.. V' (� COMMON NAILS BOX NAILS - - 2"DSL TOP PLATE ROOF FRAMING W q1= BLOCKING TO RAFTER(TOE NAILED) 4-ed s-tod EACH END - - SIMPSON SP6 Cm Z RIM BOARD TO RAFTER(END NAILED Z-l6d 8-Iid EACH Elm - - O F ni WALL FRAMING TOP PLATES AT INTERSECTIONS(FACE NAILED) 4-16d S-16d AT JOINTS - - 3 STUD TO STUD(FACE NAILED) - 4-lid 2-16d 24'O.C. - � HEADER TO HEADER(FACE NAILED) _ 16d - - 16d '14'OX,ALONG EDGESW. W� a JUW.W o FLOOR FRAMING O 0 HGAOlR W p��_m JOIST TO SILL, TOP PLATE OR GIRDER(TOE NAILED) 4-6d 4-10d PER JOIST i - - �. _ Id Q Z BLOCKING TO JOIST(TOE NAILED) 2-Ed 4-tOd EACFI FND. o r - FULL NOT.STUD �- Z BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 8-t6d 4-16d EACH BLOCK e - _ NDR UPLIFT STRAP W_W Q in LEDGER STFJP TO BEAM OR GIRDER(FACE NAILED) 8-16d 4-16d EACH JOIST o e - - WNDOIt SILL ROPER TO TABLE 9 t� O Z JOIST ON LEDGER TO BEAM(TOE NAILED) - 8-8d 8-lad PER JOIST t BAND JOIST TO JOIST(END NAILED) 8 PLATE Z -16d 4-lid PER JOIST 4 1 I6dLS b COMMON e - - NAtL BAND JOIST TO BILL OR TOP PLATE(TOE NAILED) 4-160 8-16d PER FOOT ° 81MPSON - - - - ROOF SHEATHING a WTT22 - S/B' ANCHOR BOLTS 1 36' O.C. L MIN. 7 EMBEDMENT Q O WOOD STRUCTURAL PANELS - o - uU/51x8'xl/4' PLATE WASHER �/ 4-• RAFTERS OR TRUSSES SPACED UP TO 16'O.C. Ed 10d 6' EDGEli'HELD • ,I tL RAFTERS OR TRUSSES SPACED OVER 16'O.C. 6d 10d 4'EDGE/6'FIELD _ 1� 19 GA.ANCHORS TTP. � 8a GABLE ENDWALL RAKE OR RAKE TRUES uVo GABLE OVERHANG OctIOd 6'mTl'J6' - GABLE ENDWALL RAKE OR RAKE TRUSS u✓STRUCTURAL ad tOd 6•EDGE/6•FIELD z g QUITLOOKIERSENOW r II 8 S R GABLE ENDNALL RAKE OR RAKE TRUSS°✓LOOKOUT BLOCKS Ed IOd 4'EDGE/4'FIELD � CEILING SHEATHING O 5 U O i� ` ® D CORNER T D-HOLD D HN 6g 1$ GYPSUM WALLBOARD 6d COOLERS - r EDGEAtr FIELD SCALP,N.T.S. it WALL SHEATHING 5 U S 5 k� WOOD STRUCTURAL PANELS _ F STUDS SPACED UP TO 24'O.C. 8d 10d 6' EDGE/17'FIELD L` SCA1.6 N.T.S. B V AND"W FIBERBOARD PANELS 8d - 8' EDGE/6'FIELD JV GYPSUM WALLBOARD 6d COOLERS - r EDGEAO'FIELD - m FLOOR SHEATHING c c NOW STRUCTURAL PANELS I'OR LESS Ed lod 6'EDGZA'FIELD m .+ GREATER THAN I' IOd lid 6' EDGE/6*FIELD - - -. � � Z uo- MPN WIND ZONE REQUIREMENT FOR 78O CMR 8th EDITION MA STATE BUILDING CODE a Q E + B q A.4 ' A.4 A•'4 4xlo RAFT9M 3)1 4 �•LVL r O.o.TYP. 141P RAFTER ��--- 7,* Z gyp} 41912 NIP RAFTER _ T / ON. o 1 I I I I I I I A.4 I I I I I I 1 I I I i i I i I I E I I I I 1 1 I I I 4 I t A.4 o ' i i i i i I _ I I i I jxto RAFT'CRS T - Q 19 O.C.TTP. OT I I I I I 1 I A. �• I I I I 1 I I 1 DGIs71NG r- FIIN•OI1G� I I I POST ---- 5.1 11" - •1 5.1 E 's t� pp I I i I •� 11 A.4I!1�aS35 '1 I I I I 1 I - r 1 • 13)2XI0 MDR C � i i G 1 I 1 I TTP.U.N.O. 2%5 oG•L.cG TS I \Q\ I .= 1 I I I I n w _ �\ TA - � 2.12 NIP RAI`TER1 ano RAFTERS S S c $ A r OR TER. CEILING FRAMING I' ROOF FRAMING A.4 U ''uI&L A4tie zA • w s z EXISTING FRAMING: A.3 ASP14ALT MINGLESMATCH MUSITING -Qt- CDx SwEAWING Q + z � Oa4 OS" Mu 3UIUMNG PAPOt Md*LEDf R-W FOGt9.IN3UL 2XIOFTER w Q DOSTING �3 19.O.C.TYPB RAFTER VOLT ... (n Q w i 2•3 LEDGER uc FASCIA W IIZ! 5 2)FLUSN Iw�ER ALUMINUM_GUTTER ,• _ ' ,: r - - (it 0 HALL I COR-A-~STRIP VENT - - - . A3 a SOPflT w Q z F � M. IfmuL t Tl'PIGAL WL/GLULABOLTINGMAILING Q T PppppSEp- WCOX 6NE4TUING Z eiP TtG PLAS �Ifl woaO aIe-r1coR a BATH yT, � w awe MULTI t 3/4• BEAMS GLUED N/ st T1T «pp VAPOR GABBIER ALIGN rLoem [IN ALIGN NEK SIDING CSEE ELEVS.)CPT A t. MATOI SITING �U 7'I�fisTl a Mcs o-P 4r"as w So KA"a M oL O 4- CKISTING FLOOR ' 11, W •to O RIM JWST o• L mpg 1 ■11 L ply, / - W SILL SEALER - a PROPOSED PKT. 3 r � ibi CRAWL SPACE A.3 p g = OU8 - nE"' o-P awaa w va•171NG a0.78•la'oa. 5 }}�� STING Op •'COMPACTEDFILL � 66 A.3 1A CNC CRAWL SPACE TNNX(vewFT NGT.) I19 sill oRETe WALL oN CONTINUOUS 40•IINY CONCRETE FOOnNG f SECTION c a m i m .. d N Z O F _ c E E I V ----- ------------ I I � I -_}__ --_-___-_ 211 V f� I I I F I I I I 1 1 I I I j 1 I I I I I 1 Q __ I I I I 1 I I I 1 1 v 'Inn ______________ __ _____________ I__________ I I I I I I I 1 1 I y -� _ _____ ____ I I I I _________ ___ -________I � - ----- I I I I I I I I I I I 1 I I 1 I � r1• � _____ v � I ///, I I I I I I I I � I I _ I I I I _ � � • a ---- -------7------- �-- ------------ I °�I I I I P I I II II II II ' 41 I II II I I II II 11 II II I , ♦ I I .. i rn E ___ ______________ _____ �� O . o + 41 N +� CO U __ _____ _____________________ - -- - - ----- - ---- I Q U__ _____ ________________ .. .— _ W �' .iLL.II LLI cu _a _ j1tt _______ X O X O X O X O X Ocu w O ) - V cn -- 2XI2 JO15T/RAFTERS t ® 12"O.G.SHAVED V� u DN.1/8"PER 12'W/GONT. RUBBER MEMBRANE ON cz 5/4"COX PLYWOOD !D*o EE 5K-1 a 24'-11 1/2" V C O FAMILY ROOM R O ® F F R A Nf I N G P L A N � V 5GALE : 5/ I6 " = 1 ' - 0 " i O+, Q 0) L SUB FLR. FIRST FLOOR O`~• TOP OF FOUND. iu-� � L L --o.LA O O 4-0 BASEMENT L+ m rn Lo U (.0 L CC j$_ TOP OF FOOTING L ld_ _job no.: date 25 FEBRUARY 2012 - shale A5 NOTED t SEGT 1 ON ' a^y drawn -KMW SK- 1 ISSUED FOR REVIEW 1 REFERENCES: CES Assessors Map: 287 Parcel:049 _ .. Deed Book 20233/240 Scudder Avei . +, N06'29 49 W ZONE:RF-1 N01'47 35 W 103.30' jFnd Setbacks: Fron t: 30' 30' Side: 15' Rear: 15' V � 15 1 GI N v (0 15' rq 0 1 cVo a \\2 van 1 1 1 N) o� b H 1,1A N o g 1 7.s- (bq OSED ADD R N C.J PROPOSED Op NEW ADDITION Q -,. 10'+. i �o I , � 1 2 0"+ ! 6' ► 17.2' ! uuu_i ! 'a8 Crushed Shell .................... •! l Drive 1 l MFence `I 2 PLOT PLAN SHOWING S06'55'0p�►w 1 ary w/f i i jFn H c°'°ge ►Wr//lom fy�N Nancy ! � 5584/?9'0' LOCATION OF PROPOSED °OV0 NEW CONSTRUCTION ! I 2 ! l C6 Qi I �i 4 I l ! ! l � Ede of po'emen1 , nd % 506.55'00 N . Lafayettew 10 00, A vur o ,c PLOT PLAN (0 Q At 639 Scudder Ave oft A r0AR/V�'?wAVA, (Hyannisport) NOTES IYIA001 DATE:09/DEC110 SCALE:1"w 40' 1.) The structures shown were located on the ground , 0 10 20 30 40 60 90 /Wr by conventional survey methods on (or between) 131JUL/10 and 08/D,EC/10. PREPARED FOR: Mark Preltas 2.) The property line information shown hereon was 10 Spring House Road compiled from ovoilable record information. Greenwich CT 06831 3.) This plan is not for recording and is not to be PREPARED BY: Cape,Survused for construction layout or deed description purposes. 7 Parker Road Osterville MA 02655 DWG #:C382_3g1 CPP1 FIELD BY: RRL/MLL (508) 420--3994 420-3995fox A A.3 A A.3 I� La a o Q N � U Q K r m k' o _ « dXIDTINc UJI PECK t N Is 8 0 HW 3F a �CIE6b _ U. O O'• FLOOR BRACING - 4'O.G.FIRST NEW ± TWO SPACES - DECK D� f. c ��I TOP Orn CARBON MONOXIDE ALARMS Q H Cu�7@ e ' MATCH uN OCISTING '''�'�—' ��S TCMMUST BE INSTALLED PER MASSACHUSETTS BUILDING CODE 5 g 2pl0 NOR o w C/] �7 TOP POOrFRROOF DECK W/MIN M12 PITCH - - ®Y py��l i /"T®6^'�.V ' ' E Y 90 MATCH Y✓EXISTING - ROOF DECK FRAMING PLAN ANY CONSTRUCTION THAT INCREASES LIVING SPACE SECOND FLOOR PLAN BEYOND 1200 SO. FT. PER LEVEL MAY REQUIRE ;THE ^ INSTALLATION OF ADDITIONAL SMOKE DETECTORS. 9 ®----------- NOTE: A SEPARATE PERMIT IS REQUIRED FOR THE INSTALLATION 0 - �. PERMIT DOES N THIS REQUIRE NT. EX19T!NG' I EXISTING E MUD M. w DECK AREA ----� BASEMENT NOTES: PORCH ae.e • Z t /w� Wd 1 - L IM.Ad FOUNDATION WAlL9 TO B!10'MURID fANC,W/Z6 BARS TOP I : Z)/ 'D I �F E •BOTTOM REST rOlA1DATKIN IN 10'7fZ7 STRIP TOOTING. 1 - EXISTING PROVIDc SNNFs NQ[IL 64RB coNnNuauB IM STRIP FOOTING W I ( OL I Z K�. ------------ -- BASEMENT KErINwr,rRovlDe n vERr.DO&Z B Q4 o.c t"m EXTENDED v niN.AQOV!TOP OF FOOTING.PROVIDe yypp•rNC/K1R ---- I - Q w W w- BOLTS S DZ O.C.MAX.MIN 7'�CDFIENT IW'YIS IA/4•PLAT!YiASNE! _ ________ ____ — o o Q f D(13 r' III 7. DOUBLE FLOOR JOISTS UNDER ALL PARALLEL PARTITIONS. ) I W KITCHEN y Q�- 4PROVIDE IPJ RZSARS• = S.CONCRETE GLAD TO BE 4'rOURED COW—ON COMPACTED FILL- IN � � I � �V _b � i'l.:]� 'Z G'O.C. VELT —� EOsTING FOUND.WALL NEW 0 OPENING CUT JOINTS ALONG WALLS AND BEAM COLUMN LINES. - ,. /yl .F W A..Q Ile ae DICK JDI9T 4. CONTRACTOR TO PROVIDE DA91?71'NT VENTILATION AS - •� mz ` i BASEMENT AREA EXISTING Ilf rlygy RewIRID Dr coDE(WINDOWS OR MECNANICAL� 1 "°`I Ll: 3 a-- F LAUNDR AX I �,! � 14t' Z�IIO N EXISTING pp,, � I'1 \ A.4 FOUNDATION 4'-O'MICOV�ENeuRE THAT ALL FOUNDATION WALLS MAINTAIN « NEW DCfENDED � D I I 1 / / - - S.P4rovlDe w®eTInaING PLATES AT ENDS Or 9TCEL elAlhe,TYP. PORCH _N c_ � ° ��7__�]r_=====_ _-- T.BE!STRUCTURAL DRAWINGS FOR LOCATIONS OF ALL STRUCTURAL COLUMNS. L'•;i'r;:}� Nam. ` c a CQlTRAGTOR B114LL NOT 9uLe DRAWINGS roR DInOi810NS. IAN1 nlsslNG e z r � INCORRECT alt OUE9TIaIe,aLe DInONstoNs NET DROUGHT TO TN!ATTENTION' NEW SHOWER , \ / 1 o : 1 I $ 01 THe Di'�IGNER DlCOFI!TH!RIDI'ONSIaLITI ar THE calrTRacrOR F/RGLA99 a ry i I a t cCV`SJ• NEW M[NE FXIGT INDLIhI 4 INTENT Or DCSIG O�NEW L ADJUST FIRST OP OF FOUNDATION WALL AS b /LIST/T.1 CONTRACTOR WU 6 i \ . A.4 1 NEW BED,WELLTYP NIZIL4RT To eNnuRe DLSIGN INTElT. SHOWER BA•J! e I I F BnsEMe/rT I AREAWGALAY W CRAAVVL I I as• STEEL DIAM CORRUOATlD 506° F%T W TNK k 5CONC.MA '-9' >q, n .. a al CO N r s2WLL•°CDNG. � NOTEI � NEW �JS I I FOOTING TYPICAL NOTES: { ALL WINDOWS ARE TO BE fillsl E 3z MARVIN ULTIMATE i ——— ———— - rNW rRA1MRA1-rw IelNCd eTIXe"N F�ieloPle�To 'E+cL�AF'OBullee e7�NTEixllo�ie W/ GRILLES novL EXISTING BRICK VENEER WALL PLASTER BOARD?INISFL INSIDE AND OUTSIDE DN WINDOW 998 CENTER WINOq.I IN WALL ARd1ND PERIMETER F• ND O1'N COIRTRACT INU.LL ecN[DUL!AND rRorecT FORM WEATaMM ALL' WALL KEY 7 IS(FOUNDATION IXISTI tO':O' �� 3 S pR SE -y :y WALL � NNGG canrONECre AND INTl1LIORe DURING cON9TRUGTrcIN NECESSARYAND O SUMGUCWTEMPORARY "OrECSTRUCT ION. Nq,OSURlS A9 MAT D! NECESSARY TO g18UR!91J01 rROFECTION, 1. .'LL L%TIRIOR WALLS SHALL D! � EXISTING WALLS E iN9PlCT ALL EXISTING VB.PROPOSED •K O.C.IlWLlpp OTHI'JI►IISE x gig NOTED. C_____] WALLS TO BE REnOVED o TUBE K!IG DIAIt 90N0- CONTRACTOR eHALL 91TC Z. INTElK7R HALLS SHALL OG ZX4 TUB!COLUMN SUPPORT FOOTING ABOVE (DI-ZA) CONDITIONS PRIOR TO AND DURING CONBTRUCTK7N AND NOTIFr DESKN[R •.A O.C.{MUSS OTNlRWpE NOTCD. PROPOSED FOR COUR9N SUPPORT ABOVE Or ANY DlSCR[PANCI[B AND/OR CWNGlB TWT MAT B!ENGOIM'T[RED. '�'� FULLS [. CONTRACTQI t1TO M CONSTRUCT AND MAINTAIN TEMPg2ARr iNALI.B/ s,CONTRACTOR BHA.LL VLRIFT ALL WINDOW p \ SHORING ETC.TO MAMTAIN/MMTCCT EXISTING HOUB!AND STRUCTURAL I m INTEGRITY OF 0f1BTMG MQlBE I ROUGH OPQIING9 rRIOR TO OROERING WINDOWS. 4.CONTRACTOR SHALL VERIII'ALL DInENeKMB CONTRACTOR SHALL BIT!INSPECTNCRIFT ALL EXISTING VS. W[OPIDSED FRIOR TO CONSTRUCTION. CONTRACTOR E FOUNDATION PLAN ASS NIaC9SARTO TlO19lA"M8 COMPLIANCEGBWI�TN�D SIGH rARtAryE7ptl As�9 A98UnES RISPONSIe1uTr rOR ANr MISSING OR FIRST FLOOR PLAN �` F10RK PROGRlDSCs. 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SLOPE 5' II 6xsx16 CMU 11 n I AROUND FOUNDATIO II I LEDGER JL a4 Di01N61.8 DAL 2x10 P.T. •B'I '•" CARRYING BEAMVERIFY ii � u I•_� II II BRICK BP C04 JOISTSN FRAMINM4G h N METAL 9 , _y ' a IN ` II 2 7pS TtB FRAMING ANGER o...VARIIR �66R3 Its TYPICAL WALL DETAIL II 6'x6•P.T.Posy "° 4 S S S O - C ' `K � „• �IM1?LTON TR NG TIE BQ %wa III ,. - - - - NOTCHED OUT FOR gW SCALE I-I/2'.1'-0' oI I I 6CARRYING ZD BEAM I I °. .• a � g sIl'STS Co" IILea U z iOT.fiv 4 CONC. SLAB a POST BABE a l l O CARRY DAMPPROOFING OVER o (TYPICAL) e TOP OF FTG, g' FOOTING PER PLAN ' O o e` EXTEND V-O' - - - �° BELOW FINISWED GRAD! a• (TYPICAL) a 'd 2X4 KEYWAY w tgi$�1 Y ..., 'r• ; ! .. COMPACTED RILL WW 6X6 F 6 6 1 g a / TOP /9 •$ z � OF SLAB • Ex" 7 O S TYPICAL DECK 0 SILL DETAIL �o Ceacn " ' SCALE-1 1/2'P1'-0' 2x6 DBL TOP PLATE Z Ate, Y __ b 6• - _ SIMPSON SP6(20 GA.) •E ()F�OUUNDATION SHELF 11 SLAB FOOTING DETAIL I/2'-I'-0' mr.w.�aea.•mm�....w.o - isn•�s.ww wmom,..n, ... - .. •'�i"'sw'irn"o"oaen�ie. a'�'mrra� _ w MR JOINT DESCRIPTION NUMBER of NUMBER Of NAIL SPACING FULL NGT.sTU COMMON NAILS BOX NAILS - REF UPLIFT STRAP • STUD REFER TO TABLE 9 - WINDOW SILL tu w ROOF FRAMING •�,, . J Z BLOCKING.TO RAFTER.(TO!NAILED) 2-6d 2-IOd EACH END ' ' 5/8'.ANCHOR BOLTS •82' O.C. w W Q RIM BOARD - -TO RAFTER END NAILED - Q D 16d EACH f31D MIN.7 EFIBEDM INT I VOL� TOP PLATE _ - - I I '' Q W/8xsx1/4 PLATE WASH EM Q I WALL FRAMING I I i — 1 , 1-- TOP PLATER D(FACE (FACE NAILED) 4-16d 5-16d AT JOINTS .. .LvN STUD TO STUD(PACE NAILED) 2-16d 2-16d 24'O.C. I 1 � Q WEAVER TO WPADER(FACE NAILED) Wd 16d 24'O.C.ALONG EDGES .'�1p1-. FLOOR FRAMING •� �. TA Z JOIST TO BILL•.TOP PLATE OR GIRDER(TOE NAILED) 4-Sd. 4-I0dBLOCK NG TO JOIST C TOO NA PER JOIST I ' 2x-STUDS• 16' O.C, '� i I OL.00ICING TO SILL OR TOP PI.LLA.T! 2-� 2-16d EAW END(TO!NAILED) D-t6d 4-16d EACH BLOCK 2X STUDS 0 16' O.C. '- II LED49R STRIP TO SEAM OR GIRDER(FACE NAILED) S-16d 4-I6d EACH JOIST I, JOIST ON LEDGER TO BEAM(TOE NAILED) S-Sd _. E-tod PER JOIST BAND JOIST TO JOIST(END NAILED) 'E-16d 4-16d PER JOIST �I I - BTM PLATE - •S'p,� a�� `" BAND JOIST TO SILL OR TOP PLATE(TOE NAILED) 2-16D 3-16d Pelt FOOT 1< I U S S ROOF SHEATHING i• BCALe•Nts gv. WOOD STRUCTURAL PANELS _ ,6.� RAFTERS OR TRu8sE8 sPACED up TO 16'O.C. Bd IDd 6•lOGE/6•FIELD c�:.' RIM JOIST S.W. RAFTERS OR TRUSSES SPACED OVER 16.O.C. Old IOd 4' Ems/6•FIELD •`�• - pp4a� fill 91 GABLE ENOWAL.L RAKE OR RAKE TRUSS udo GABLE OVERHANG Ed IOd 6• HDGE/6•FIELD e•, i� LOOM JOISTS p E i Sg GABLE ENDWALL RAKE OR RAKE TRUSS IL/STRUCTURAL OUTILOOKERS 6d IOd 6'EDGE/W FIELD II eBB GABLE lNDWALL RAK!OR RAKE TRUSS ud LOOKOUT BLOCKS 6d IOd 4'EDGEI4'FIELD _.• °�, SILL PLATE HQ CEILING SHEATHING 'Q erpeun WALLBOARD 5d COOLERS - r memo•FIELD •, I' . .G�� WALL SHEATHING 1/2' COX. SHEATHING ` pE ED SILL PLATE TO TOP PLATE . WOOD STRUCTURAL PANELS SEE NAILING SCHEDULE .T'° ,'e• O STUDS SPAC UP TO 24'O.C. Ed tod W EDGE/a'FIELD lj'AND 2W FIBERBOARD PANELS 6d - S'ROGP/6'FIELD 5/6• ANCHOR BOLTS•52' O.C. ,t >f'eYPsuM WALLBOARD 5d COOLERS - T'COGEAW FIELD MIN. 7' EMBEDMENT O FLOOR SHEATHING w/S'x3'xl/4' PLATE WASHER c a WOOD STRUCTURAL PANELS O . V OR LEGS Old IOd 61 EDGE/1'FIELD S TO PLATE C - •+ d ILL ATE CONNECTION Lu/ SHEATHING N z GREATER THAN 1' 10d I6d 6' EDGE/6•FIELD - (0 SCALE.N.T.S. 110 MPH WIND ZONE REQUIREMENT FOR 780 CMR 7th EDITION MA STATE BUILDING CODE o ................................ ....... ..... ..................,,,......,..................................,.,............................. .......... ,.. .......................................................... ,....... . .... ..... .. .............. ............,.....,.............. . ............................ ....,... ............,. .................... ,....-....................,.................................. ......... ............................................... ..... .......... .,... .............. t _ I s 1 :.E l r • M/ma Spend 9 6115,92 f _ � E /P s - Fri d , 71 "? new Stone Q) LZ , O8000 --� _. 3 � Ce en El a S . " r V(`}� )J 1 ' 00 Sh ; D well! j 5 , .... g ................................................ ................... 7 closed .........used »..,.. ..:.... 3 POrcb i�rcrteM�za r's,wziG TcrEk a( C;) E ' 3�� M ES Existing-- - 101 t ... ...... ................. ................................................ 3 W 3 } A �p� w, i ... `1✓ ....... ........ ....... :. s b ko fi i fW AI _._ ...__........_....._...., . ._.._...._._......_...m......_...w�. :ad a- 300 3 fE. 22) Fence Fen ce 9.6 , .,... Mi- .......................... a.:. ..,: .: :.. • s• Barbara Lewis. Weer Jiir 41 ergs Race 17507AS2 i ......... .. . 3 • .E 3. i'."""' N fi 3 10 32 46 feet � C E SCALE: E tt/q 00 171 f 9 ........-...-__-_-.......... ..-..r._. ........................... ........ , ................., ..., n,,..,,.,...,..,,,..,,..,•... . ::: .....•.., ...............,..,..........,,..,...............,,.........................,.,....,.................,. ..................,.,..,...... ............... ............,......,................. ........................... .........................., .................... .....,,... ........ ........................................................................................................................................................................................... ....... f .. .. .........:..:................ ....... . ..... ............................ 3 f' f I s Wilma Spence r 2 l 96 59 j Fn -... SS n1 a L sto wMMM cc 800 F: SF 0, 54±A l Stack de, ----- { � /,�•��, erg ce (€ £ _ : � f iV: r .: F. a '' ➢ .:f a✓ J ' C . ` F 0 2 S t}/ w�t� S� �� t k S =F f Dwelling ......... ......... ................. .............. . 5 !` s � Enclosed � C� Porcha cl ter.. G i'9 CY .. Fenco Existinga_. � k t: ( " ,( Double Gate . r• ON v `+J Proposed of r (3 x 16 _ ��. N ��.....n.�.._.,.n. � ��, ...,.n......n,n�,....nn......n...�.,....,n.._..n..nn,...n...n„_n.�.......n,...m_ . �,� f • ..noon..nn.n..�...n_,..n.._,_,..n...n,.. ,...�..n�,.n.n�..,.�.n.m_n.n..,,.,._...... ..M�.�.�.... ..�.. .� ..___.non._ 00 Q) .. Fence � 19-2 98 S88°38 09 W n�IF 5 ; Barbra Lewis K/eed. Julia LeM-S 'lace 5 . t; ............................... ...... i is .. .. , , ., ..masi:+rw... �ra•.v.+tssiortw ::t,..wuwcwm.�.ec�wp.jaonwioa`t�,a'n:. GENERAL SPECIFICATIONS SIZE: DEPTH: REFERENCE NUMBER: TILE: COPING: DECK:TYPE: EXISTING PATIO: N/A FINISH:TYPE: PUMP:TYPE: STARITE SIZE: TBD FILTER:TYPE: SIZE: TO BE DETERMINED HEATER:TYPE: SIZE: SKIMMERS: (� LIGHT:TYPE: REQ'D: _ POOL CONTROL: CLEANING SYSTEM: SANITIZATION SYSTEM: OTHER: SPA SPECIFICATIONS SIZE: ELEVATION: THERAPY JETS: THERAPY PUMP: CONTROLS: LIGHT: SPILLWAY.- OTHER: POOL ADDITIONAL #5 @ ' 12 O.G. VERT. BEYOND TRAN51TION FT. STAY IS" # 3 12" O.C. E.W. �� f3ELON TOP OF BOND BM. DO,, 1rl THROUGH OUT ENTIRE THE GONE 4 L4f' I" 5" MiN. #4 DINL. 12" O.G. TYP. FOOL WALLS INTO FLOOR AREA. (3) #4 GONT. TI;P. _. ° 10" 5HOTGRETE ,WALLS - - . \� 5TRUGTUI�AL NOTES # 4 ® 12 O.G. E.W. . THROUGH OUT ENTIRE ` I All construction Is to conform to the Massachusetts ADDITIONAL #3 5'-0" E.W. POOL FLOOR state building code and ali opplicooie product and design a FLOOR TRANSITION PT. standards. Absence of specific items from thene PLACE I FROM TOP OF SLAB craw ings does not infer that the contractor is relieved from. the statutory code re uirements. HYDROSTATIC RELIEF YALVE � y cl. f4s 2. All materials and methods of construction shall INSTALL PER MANUFACTURER'S o �AK �� SPECIFICATIONS conform to the approved rules and standards for � materials, tests, and requirements of accepted Il•9cK:CN�')ir engineering practice as Listed in Appendix A of the Massachusetts State Building Code... Fe, • � stE (3) #4 'CONY. TYP. Poo I Notes. ss�oNAL . .. 1. ?assume maximum safe soil bearing pressure- 2,000 # 3 @ 12" 6.0. E:w. 2, All oois are to be.p laced on natural undisturbed THROUGH OUT ENTIRE material or compacted granular fill. Subsoil bearing 5PA wALL54 p g g strata shall be free from all vegetation, loam and organic material. m 3. Do not place backfill' against pool waI(s until' oll vwalls NAME: - HYDR05TATIC RELIEF VALVE have obtained -1 day cure strength. 1N57CALL PER MANUFACTURER'S 4 @ 12 O.C. E.W. 4. All pool floors shall be placed on a I -6 layer of ADDRESS: SPEGIFIGA�TIONS THROUGH OUT ENTIRE crushed stone compacted to ai5% standard proctor POOL FLOOR density at the optimum moisture content. CITY: ZIP: 5hotcrete RES.PHONE: BUS.PHONE: 1. Shotcee ate mixture, form-work, delivery, placement and reinfo,��;ement shall conform to, all requirements of AGI 5P,4 506.2_4i5 ( latest edition), unless otherwise noted. 2. Ooncrete materials shall be. : A5TM G Type, I Portland yp CUSTOMER SIGNATURE: DATE' cement. 5and and gravel oggregates shall be normal Height and conform i o A5TM <:33 Standards. Aggreate cy° VIOLA not meeting A5TM 033 standards may be used provided pre construction tests demonstrates the shotcrete can ASSOCIATES moet specified requirements. All concrete shall be .> �' 110 ROSARY LANE,UNIT A; oir--entrained. Goncrete compressive strength, (f'c) in 28T f HYANNIs, MAo2so1 �! (508)771-3457 VIOLAASSOCIATES.COM days, All concrete work 5,000 .. ... DRN.BY: DATE: REV.NO.: DATE: 1, SEPT.28.Z011 . 'ao�w+wi.eess, ease:e, a.aoe.wswcwvrraeams—.nnsas�:va. .,carrr+.+m:< . 0 w 0 Y V) Q L►.i Ld V z O N Li 2'-1Oy2" NEW i o o W U DH3616 i I �T I w 0� 27" GRADE f = ��Q r>=ow TO FOUND _ w J L <w0 F o p r PROPOSED _ O o z o w 7x35 DH I i 37x35 H I 26x 4 DH I o x o v z Q z a O.H.G.D:lfox7 0 6 BEDROOM #2 i Oa ap WHH5'6 % I I WNH5'(q Y2 t WHN5'6 Y2 I ■ I ``'g a a a z EXISTING I . -�O �XISTINCx REPLACE w/ > I I EXISTING I EXISSTING I I o w o y m d)F I I I I I I I i zu- WAWN2820 it W cL o z W o REMOVE =w Uz�-i- 37x35 DH I I I I I I I EXISTING, WHHS'6 Y2 V) X X ¢V)E z � PROP D I NEW I I PLATE HST 6'-8 �' I I I EXIST M AT+�i 0 C)>M o 0 0�- o i I BATH I WUDH3026 _ ww�o owoZ I I I I i I I - I O owooiW aaFn I I NEW I I I I I I I � t` La z� O� 0 2660 NEW NEW I I I I I I I I U zw0zo�3w¢a NEW FLUSH I' I 3668 5068 I I I I I I I I HEADER CLG. -- I I I I I I I I z to N EXISTING I ALINE °p I A EXISTIING I EXISTINGa i I I A o o O1 37x35 I DH I I I EI 37x35 DH I I �� - - - — S.1 WNH516 % I L I V I N I i I I I S 1 W W `�° 2 Q �M I I I I I I C� NEW NEW I I I I I I I DESK I X " o Zk 3668 5068 I I I I I I i ��F--1�� UJ F-v EXISTING GARAGE REMOVE I NEW i i i i i i i a 37x35 DH WUDH3026 d : . -g o 4x6 RAFT�RS I I � 13'3" O.C. I I I I NEW CLG (o'5 t I I I i i I WAWN2820 PROPOSED PROPOSED I I I I I COMPUTiR RM. I - w FOYER = BEDROOM �l I o I _ I EXisirING I I EXISTINGI I EXISTING I -cti w w EXISTING NEW EXISTING o 1 � I WHH % Y I I WHH5% YI IYz t O v ISTI DH TIN 1 I 37x3 M I 1 37x35 D F] I 37x 5 DH 1 w 'co 37x35 DH WUDH3616 28511 I ap n � � z Z Q ShEP - I 4x8 PLATE F= . o AROUND N �� o � NEW PERIMETER r m WUDH3616 _ - cn OFwa� �SO iao� 6'-3" rnomvi �o_,c� Wo cno - SECOND - FLOOR PLAN FIRST FLOOR PLAN _ UZ¢oNzcn�wozc�N��n cn PROPOSED ADDED AREA 515 SQ.FT. QU mwzD95 Jw UZQOw ZO>�n.V��NooZ'-Z>cn �wwpw0 ZO �.v o T ¢ aZ pOZ¢JwWWtnsOOUm9ZK JaU¢ a Z O N O Z W N G¢.a OQMw Z__OZ�wNZOQ"3: arZ<m `;wzi.-U)wm zw- F'¢ � �3aocnwom zWm 1Q-K-fAZ10-mm DJ 5 w W cnc��¢oocn¢t�Dwoon.Fr��moo � n. G 1 D D O A.4 O ----------------- -- _ 7*rF I CAL NOTES Q z — m I STRUCTURAL ENGINEER/DESIGNER TO PERFORM FRAMING INSPSECTION i WHEN FRAMING IS COMPLETE AND PRIOR TO ENCLOSURE BY INTERIOR V J WALL PLASTER BOARD/FINISH. O Q ul Q CONTRACTOR SHALL SCHEDULE AND PROTECT FORM WEATHER ALL / EXISTING HOUSE COMPONENTS AND INTERIORS DURING CONSTRUCTIONAND CONSTRUCT TEMPORARY STRUCTURES/ENCLOSURES AS MAY BE V w 1 ( NECESSARY TO INSURE SUCH PROTECTION. 111 I10" THICK VERIFY NC,T, ) 1 I I ( �n CONTRACTOR SHALL SITE INSPECT ALL EXISTING VS. PROPOSED Q O 1 - CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND NOTIFY DESIGNER �(1 'CONCRETE WALL ON I I I OF ANY DESCREPANCIES AND/OR CHANGES THAT MAY BE ENCOUNTERED. CONTINUOUS 20"x10" 1'" I I I CONTRACTOR SHALL.CONSTRUCT AND MAINTAIN TEMPORARY WALLS/ z 111 1 V Z CONCRETE FOOTING I SHORING ETC. TO MAINTAIN/PROTECT EXISTING HOUSE AND STRUCTURAL Q }-- Z �i I 11 INTEGRITY OF EXISTING HOUSE. O Q U 1 i 56" DIAM. CORRUGATED NOTE: OL � }- ALIGN FLOORS U I I I ' GALVANIZED STEEL CONTRACTOR SHALL SITE INSPECT/VERIFY ALL EXISTING VS. PROPOSED ll.l m _ I ' AREAWAY W/ GRAVEL CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND MAKE ADJUSTMENTS ALL WINDOWS ARE TO 8� (� BED, TYPICAL. AS NECESSARY POGSSES INSURE COMPLIANCE WITH DESIGN PARAMETERS A5 MARV I N ULTIMATE PROPOSED ® ( NLL I ( j wI GRILLES a 1 INSIDE AND OUTSIDE CRAWL SPACE n I ( 1 O O PKT. 2BM. " CONCRETE DUST CAP I I ( O to Q C tit EXISTING = _ _ — _ _ _ _ _ � I A BASE T ENT NOTES : 4- STORM PLUS WINDOWS AT PROPOSED Mr . GARAGE EXISTING 1 S.1 n ADDITION AREAS ONLY 4'. it CRAWL SPACE 2)t 3/"xitYa" LVL j I I IBM. a DROPPED 1 1. MAIN FOUNDATION WALLS TO BE 10 POURED CONC. IW/ 20#5 BARS TOPPKT. 4 BOTTOM REST FOUNDATION ON 10"X20" STRIP FOOTING.PROVIDE 50#5 HORIZ. BARS CONTINUOUS IN STRIP FOOTING W/KEYWAY. PROVIDE #5 VERT. DOWELS 0-24" O.G. HORIZ. EXTENDED WALL KEY QN w EXISTING O I 1 3'-6" MIN. Aii30VE TOP OF FOOTING. PROVIDE 5/8" ANCHOR LL FOUNDATION WALL _ I I I I z BOLTS • 36' O.G. MAX. MIN 7" EMBEDMENT w/3"x3"xl/4" PLATE WASHER o z O EXISTING WALLS z 1- � z ®, 2. DOUBLE FLOOR JOISTS UNDER ALL PARALLEL PARTITIONS. Q a w o PROVIDE I Q S. CONTRACTOR TO PROVIDE BASEMENT VENTILATION AS > a- o z Z C__ __ WALLS TO BE REMOVED z � w 36"x3(o" ACCESS I ( 1 ] REQUIRED BY CODE (WINDOWS OR MECHANICAL) - p w o 3 TO CRAWL n i I I p 4. CONTRACTOR SHALL ENSURE THAT ALL FOUNDATION WALLS MAINTAIN Q v a o w VERIFY LOC. I I w Q 4'-0" MINIMUM COVER. PROPOSED WALLS a a o o 10" THICK (VERIFY HGT.) ' I I 0 0 5. PROVIDE WEB STIFFENING PLATES AT ENDS OF STEEL BEAMS, TYP. ) w 0 o 0 / ONCRETE WALL w/ LEDGE I s -j a � x N CONTINUOUS 20"x10" I I i 3 6. SEE STRUCTURAL DRAWINGS FOR LOCATIONS OF ALL STRUCTURAL COLUMNS. 1. ALL EXTERIOR WALLS SHALL BE 2X6 ~ z m o w ONCRET=FOOTING I I 7. CONTRACTOR SHALL NOT SCALE DRAWINGS FOR DIMENSIONS. ANY MISSING, 0 16" O.C. UNLESS OTHERWISE NOTED. v � 1 I INCORRECT OR QUESTIONABLE DIMENSIONS NOT BROUGHT TO THE ATTENTION z p 1 / ---.� of OF THE DESIGNER BECOME THE RESPONSIBILITY OF THE CONTRACTOR. 2. ALL INTERIOR WALLS SHALL BE 2X4 I L\ _ — —� Lu 0 16" O.C. UNLESS OTHERWISE NOTED. m > 8. INTENT OF DESIGN IS TO ALIGN NEW FIRST FLOOR SPACES W/ EXISTING FIRST FLOOR. CONTRACTOR SHALL ADJUST TOP OF FOUNDATION WALL AS 3. CONTRACTOR SHALL VERIFY ALL WINDOW t- NECESSARY TO ENSURE DESIGN INTENT. ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. 4. CONTRACTOR SHALL VERIFY ALL DIMENSIONS p Q N PRIOR TO CONSTRUCTION. CONTRACTOR 1 0 FOUNDATION PLAN 12i_6n ASSUMES RESPONSIBILITY FOR ANY MISSING OR 00 INCORRECT DIMENSIONS NOT BROUGHT TO A.4 THE ATTENTION OF THE DESIGNER.' II D 4 � �-4 A.3 � z Lli Lli :r o V)